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Home My WebLink AboutPECAN PARK CONSTRUCTION PLANSt$ 7' 3 4 Y ,rr,.. C ili�1E� � r' I� �y t � zd k �.. y , Y{t ti i �' .� I� 1� r�l i n - �_ � � � I --- .I -� � ,� ___. , 1 � ( ._ � i�. � I I j `, I I II i r ' I� �,� �� .. I 1 �1 - I sns — t �_ t j _ - r _ , � i I I � � , I \ I � � LN I nLiE. i ��_ i � a �/ � [ � , �, ,., , rr�. ' I� _ �'� �.. �,��. __ ; �, r xi >._.. _ � - , , _. _ -. Ii I _- . I - _ ; ' PROJ C-1" SITE � I __._ �. I — —.. . _ i r(I _-- ,i - — -- - � __ _:_ � I ___ 1 1, � r - � = � '�� , '' � . (�: rl - A ___ - b I � ` _l [�/� h ...\ I � f j � � �� ( � �• - � J n �-- I c��J l ✓ s� �1�r, ,.., . _ _ -- — ,� r , VICINITY .MAP (NOT TO SCALE) SURVEYOR: �. � � � �. +: i., �. � � . :. • , � , . .. , � f � [b` . 4t"3 �� `� .,.w,µ�! r'y �Yt -�_ is Y x k�_ `�: a . ' �. r�I j�✓ �T S' yt E{"{' t 7 _ 1� �� T3C9 �— � it f ' rrl{ .� �_ ENGINEER: �hr�iy '�' '� Iil I111l.r� _ _ __ -..— � � I r( � � c�, ` �, I:M�>nl(.(n.�(a Iilii_. �Id ii �r� r l II I I I J /Ir r ��_ _ / (nI_I(nl ''n - � n(I�etl- � � -Willow ! i Iil A�,�__ KrI II i�dOP11 [�iA4 Wll ionD _. /. -- r � � -- rl [ liil I I:I[l� nl r i i�; I n � lAf?Lt�W _-- WlllirriM /r _.._. - t1 [ [ � III I C�� i� r i 1 i t !�I IA�71I1 b li ,�\� � - I nl rr � rq . �nl IJr Ifr � `��„ = Ar r (-r 1 tl u.�, A ��` c� t �`` /9 I r` ''�.' I i � �`� �� A r I i1 [rrr -I I 1 �- ` ' (. �� (I� �� 1 �['rn� �� I �� I , v, — � ,r,,,,,ll,, k � [3fal Y ,�,f�t � ci 11i � �, I I rrr �I�' I nu.Mnl 11 I� PRO�.D�Ci �1�� _, _. ._._ _.. IIAIII _: �. ,, __ --- - ��r _ - - — — __ � -- — I I . _.../ . , __ _,_ �; e; %` �,\ ,, SITE MAP (NOT TO SCALE) GINEERIIVG, L.L.C. �MARINE�PLANNING�STfi UCTURAL 8419 E.F LOINRY EXPY., SUITE 120 TEXAS CITY, TX 77591 409.935.9986 I!, �T �� e i, �s; � ar Au' }' �� Y y. .a _c,:.sa:.. DWG NO. DESCRIPTION A0.01 TITLE SHEET A0.02 GENERAL NOTES CIVIL LAYOUTS C1.01 SITE PLAN C1.02 UTILITY PLAN C1.03 DRAINAGE PLAN C1.03a DRAINAGE CALCULATIONS C1.04 GRADING PLAN C1.05 CONTOURS C1.06 CLEARING AND GRUBBING PLAN C1.07 SWPPP PLAN &PROFILES P2.01 SANITARY SEWER LINE D3.01 SANITARY SEWER DETAILS�� D3.02a WATER DETAIWSR DETAILS (�� D3.03 STORM SEWER DETAILS D3.04 PAVING DETAILS D3.05 SWPPP DETAILS D3.06 TRENCH SAFTEY DETAILS DEVELOPER: DRAWING INDEX T ��FTH FOp�FFOPpRO�FD P TOTH�� N�� S�y�� p�N��f OOOORR�R��, CITY OF LA PORTE 604 W. FAIRMOUNT PARKWAY LA PORTE, TEXAS 77571 P�� T�'xgS RANDALL J. LISKA 9<Kuc�+,( 30,2 o��ad�� III FEB 19 2009 01 /30 /09 GENERAL NOTES: 1. REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2. EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. THE TYPE, SIZE, LOCATION AND OWNERSHIP OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM RECORD DRAWINGS FURNISHED BY THE OWNER. INFORMATION DERIVED FROM THESE SOURCES IS BELIEVED TO BE THE MOST RELIABLE AVAILABLE AND IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. THE CONTRACTOR SHALL NOTIFY EACH PIPELINE OWNER AND VERIFY ITS ACTUAL FIELD LOCATION PRIOR TO EXCAVATION. NO WARRANTY IS GIVEN AS TO THE ACCURACY OR COMPLETENESS OF UTILITY LOCATION SHOWN ON THESE DRAWINGS. D. AT LEAST 30 DAYS PRIOR TO COMMENCING ANY EXCAVATING OR OTHER CONSTRUCTION ACTIVITY IN THE VICINITY OF THE UTILITY, NOTIFY THE TEXAS EXCAVATION SAFETY SYSTEM AT 1-800-DIG-TESS (344-8377). E. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. F. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THEY HAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD NIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR -THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. 3. EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4. PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5. SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFEf1' REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT-OF-WAYS. 6. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING. SEWER�WATER SEPARATION DISTANCES:. 1. WATER LINES SHALL BE INSTALLED NO CLOSER THAT 9-FEET IN ALL DIRECTIONS FROM EXISTING SEWER LINES AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE 9-FEET SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY. THE MINIMUM SEPARATION DISTANCES DO NOT APPLY TO CUSTOMER SERVICE LINES, ALTHOUGH THEY ARE RECOMMENDED. A. WHERE A WATER LINE PARALLELS A SANITARY SEWER LINE, THE VERTICAL SEPARATION SHALL BE A MINIMUM OF 2-FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF 4-FEET BETWEEN OUTSIDE DIAMETER. THE WATER LINE SHALL BE LOCATED 6-INCHES ABOVE THE SEWER LINE. B. WHERE A SANITARY SEWER LINE CROSSES A WATER LINE AND THE SEWER LINE IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RAl1NG OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF 6 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER LINE SHALL BE LOCATED BELOW THE WATER LINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATER LINE. C. WHERE A SEWER LINE CROSSES UNDER A WATER LINE AND THE SEWER LINE IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM OF 2-FEET SEPARATION DISTANCE SHALL BE MAINTAINED. THE INITIAL BACKFILL SHALL BE CEMENT STABILIZED SAND (2 OR MORE BAGS OF CEMENT PER CUBIC YARD OF SAND) FOR ALL SECTIONS OF SEWER LINE WITHIN 9-FEET OF THE WATER LINE. THIS INITIAL BACKFILL SHALL BE FROM 1/4 DIAMETER BELOW THE CENTERLINE OF THE PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12-INCHED) ABOVE TOP OF THE PIPE. D. WHERE A SEWER LINE CROSSES OVER A WATER LINE ALL PORTIONS OF THE SEWER LINE WITHIN 9-FEET OF THE WATER LINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSf USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18-FEET LONG AND TWO NORMAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5-FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. E. THE SEWER LINE NEED NOT BE DISTURBED WHERE A NEW WATER LINE TO BE INSTALLED PARALLEL TO AN EXISTING SEWER LINE THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER LINE A MINIMUM OF 2-FEET VERTICALLY AND 4-FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATER LINE PRODUCE EVIDENCE THAT THE SEWER IN LEAKING, THE SEWER LINE MUST BE REPAIRED OR REPLACED AS DESCRIBED IN PARAGRAPHS A OR D ABOVE. F. THE SEWER LINE NEED TO BE DISTURBED WHERE A NEW WATER LINE IS TO CROSS OVER (BY 2-FEET OR MORE) EXISTING SEWER LINES SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVAITON FOR THE WATER LINE PRODUCE EVIDENCE THAT THE SEWER LINE IS LEAKING, THEN THE SEWER LINE MUST BE REPAIRED OR REPLACED AS DESCRIBED IN PARAGRAPHS C OR D. 2. UNLESS SANITARY SEWER MANHOLES AND THE CONNECTION SEWER LINES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF 9-FEET HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATER LINE. WHERE THE 9-FEET SEPARATION DISTANCE CANNOT BE ACHIEVED, AN ENCASEMENT PIPE AS DESCRIBED IN PARAGRAPH D ABOVE MAY BE USED FOR THE WATER LINE. 3. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN 9-FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF CONSTRUCTION. 4. NO PHYSICAL CONNECTION SHALL DE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING THE DRINKING WATER SYSTEM. 5. NO SEWER LINE CARRYING DOMESTIC OR INDUSTRIAL WASTES SHALL CROSS SUCTION MAINS TO PUMPING EQUIPMENT. WATER LINES SHALL NOT BE INSTALLED CLOSER THAN 10-FEET TO SEPTIC TANK DRAIN FIELDS. NO RAW WATER LINES SI�ALL BE INSTALLED WITHIN 5-FEET OF ANY TILE OR CONCRETE SANITARY SEWER. STORM SEWER SYSTEM NOTES: 1. ALL LINES AND INLETS SHALL BE SET TO GRADE AS INDICATED ON THIS PLAN. 2. ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE (RCP) TONGUE &GROOVE (T&G) UNDER PAVEMENT INSTALLED PER CITY REQUIREMENTS, 3. ALL STORM SEWERS SHALL REINFORCED CONCRETE PIPE (RCP) OR EQUAL FOR LINES IN CITY RIGHT-OF-WAY INSTALLED PER CITY REQUIREMENTS. 4. ALL SEWERS SHALL BE BEDDED WITH CEMENT STABILIZED SAND COMPACTED TO 95% STANDARD PROCTOR IN ACCORDANCE WITH CITY STANDARDS. PAVING NOTES: 1. ALL MIXING, TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH ACI 318-89. 2. REINFORCED CONCRETE PAVING SHALL CONSIST OF 5-INCH THICK CONCRETE SLAB WITH N0. 3 REBAR ®18" C.C. EACH WAY. 3. SUBGRADE TREATMENT: a. FOR SUBGRADE SOIL CONDITIONS WITH A CLAY CONTENT OF 10.0% OR HIGHER AND PLASTICITY INDEX (PI) OF 10 OR MORE, THE SUBGRADE SHALL BE STABILIZED WITH LIME. SUBGRADE SHALL BE STABILIZED WITH A MINIMUM 6% LIME BY WEIGHT, AT REQUIRED THICKNESS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADE STABILIZATION MAY BE SUBSTITUTED WHEN SPECIFIC RECOMMENDATIONS ARE MADE BY THE GEOTECHNICAL ENGINEER FOR THE PROJECT AND WHEN SPECIFICALLY APPROVED BY THE CITY. b. FOR SUBGRADE SOIL CONDITIONS CONTAINING A CLEAN SAND WITH NO CLAY .CONTENT, THE SUBGRADE SHALL BE STABILIZED WITH CEMENT. c. FOR SUBGRADE SOIL CONDITIONS CONTAINING SILT, THE SUBGRADE SHALL BE STABILIZED WITH LIME FLY ASH. 3. SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6-INCHES AND STABILIZED WITH A PERENTAGE BY DRY WEIGHT OF STAB LIZED LSUBGRADE SHALL BE COMPACTED ITO OBAT LEAST 95% OF THE (STANDARD PROCTORTMAXIMUM DRY DENSITY THE (ASTM D698) WITH IN -1 TO +3% OF OPTIMUM MOISTURE CONTENT. 4. MINIMUM REINFORCEMENT LAP LENGTHS = 30 INCHES FOR (#3 REBAR). 5. CONCRETE SHALL HAVE 28-DAY STRENGTH OF 3,000 PSI MINIMUM WITH A 4-INCH TO 5-INCH SLUMP. 6. REINFORCEMENT: ASTM A615 GRADE 40 KSI MINIMUM. 7. EXPANSION JOINTS (EJ) SHALL BE PROVIDED EVERY 60' MAXIMUM AND AT LOCATIONS INDICATED ON THE PAVING PLAN. PAVING NOTES CONT. 8. CONTROL JOINTS ICJ) SHALL BE PROVIDED AT 20' MAXIMUM SPACING ON CENTER EACH WAY. 9. WELDED WIRE FABRIC, IF USED IN SIDEWALKS, SHALL BE, SHEETS AND CONFORM TO ASTM A-185. FABRIC SHALL BE PLACED IN THE CENTER OF THE SLAB (2-INCH FROM THE BOTTOM) AND LAPPED 1 MESH AT ENDS. 9. BOLLARDS (6" STEEL PIPE FILLED WITH CONCRETE) SHALL BE PROVIDED AT ALL BUILDING CORNERS, INTERIOR CURBS AND NOTED LOCATIONS AROUND DUMPSTER ENCLOSURES. 10. SELECT FILL: THE FILL SHALL CONSIST OF OFF -SITE INORGANIC SILTY CLAYS OR SANDY CLAYS WITH LIQIJID LIMIT LESS THAN 40 AND A PLASTICITY INDEX (PI) BETWEEN 10 END 20. SANITARY SEWER CONSTRUCTION: 1. GRAVITY SANITARY SEWERS A. PIPE: USE PVC SEWER PIPE CONFORMING TO ASTM D-1784 WITH CELL CLASSIFICATION OF 12454-B. THE SDR (RATIO OF DIAMETER TO WALL THICKNESS) SHALL BE 26 FOR ALL SEWERS CONFORMING TO ASTM D3034. B. FITTINGS: PVC PIPE FITTINGS SHALL BE FULL BODIED, EITHER INJECTION MOLDED OR FACTORY FABRICATED. C. JOINTS: SPIGOT AND INTEGRATED WALL SECTION BELL WITH SOLID CROSS SECTION ELASTOMERIC OR F:UBBER RING GASKET CONFORMING TO ASTM D-3212 AND STM F-477. 2. BEDDING, BACKFILL AND TOPSOIL: BEDDING SHAD_ BE BANK SAND OR NATIVE MATERIAL AS DETERMINED BY ENGINEER. BACKFILL SHALL BE CEMENT STABILIZED SAND (1-1/2 SACK/TON) WHEN EXCAVATION IS A DISTANCE CIF 5 FEET OR LESS FROM EDGE OF PAVEMENT. FOR EXCAVATIONS GREATER THAN 5 FEET, NATIVE MATERIAL SHALL 3E USED. TOPSOIL SHALL BE NATIVE MATERIAL UNLESS OTHERWISE .SPECIFIED. 3. COMPACTION: FOR EXCAVATIONS A DISTANCE OF 5 FEET OR LESS FROM EDGE OF PAVEMENT PROVIDE COMPACTION TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). FOR EXCAVATION!> GREATER THAN 5 FEET, PROVIDE COMPACTION TO 85% MAXIMUM. DENSITY. 4. PIPE INSTALLATION (BY OPEN CUT) A. INSTALL PIPE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE FOR INSTALLATION OF PVC PIPE UIJI-B-5. B. FLOW LINE ELEVATIONS ARE BASED ON LENGTHS BETWEEN MANHOLES' VERTICAL CENTERLINE. C. MAKE ALL CONNECTIONS TO EXISTING STUBS OR SERVICES USION FERNCO ADAPTER OR APPROVED EIJUAL. USE 1/2" STAINLESS STEEL BANDS FOR SECURING CONNECTOR TO PIPE. D. ALL STUBS REGARDLESS OF DIAMETER, SHALL BE 13 FEET IN LENGTH UNLESS OTHERWISE SHOWN ON DRAWINGS. E. KEEP EXCAVATIONS FREE OF WATER DURING CONSTRUCTION AND UNTIL FINAL INSPECTION. F. WHEN WORK IS NOT IN PROGRESS, COVER THE EXPOSED ENDS OF PIPES WITH AN APPROVED PLUG TO PREVENT FOREIGN MATERIAL FROM ENTERING PIPE. G. REINFORCED DETECTION MARKING TAPE SHALL BE INSTALLED ABOVE FORCE MAINS. USE TERRA TAPI: SENTRY LINE 1350 BY REEF INDUSTRIES OR EQUAL. 5. PIPE INSTALLATION (OTHER THAN OPEN CUT) A. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. B. BORED HOLE FOR ROAD CROSSING SHALL UTILIZE WATER ONLY FOR LUBRICATION. USE 2-INCH PILOT HOLE FOR ALIGNMENT AND GRADE. FOLLOW WITH MACHINE BORE OR MANDREL OF THE SIZE REQUIRED. C. BORED HOLE SHALL NOT BE MORE THAN 1-INCH GREATER THAN OUTSIDE DIAMETER OF THE PIPE BELL. D. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. E. CASING: STEEL CASING PIPE SHALL CONFORM TO ASTM A-53, STANDARD WALL THICKNESS, UNLESS OTHERWISE SHOWN ON DRAWINGS. JOINTS SHALL BE WELDED. 6. SERVICE CONNECTIONS: A. PIPE: SAME AS SPECIFIED UNDER GRAVITY SEWERS FOR LINES UP TO PROPERTY LINES. PVC SCHEDULE 40 FOR LINES INSIDE PROPERTY LINE TO BUILDING/ UNIT. B. FITTINGS: PVC PIPE FITTINGS SHALL BE FULL BODIED, EITHER INJECTION MOLDED OR FACTORY FABRICATED. C. PIPE SADDLES: ONE-PIECE FABRICATED PVC SADDLE WITH NEOPRENE GASKET. GASKET SHALL BE REMOVED, CLEANED AND REFASTENED BY CONTRACTOR USING SPECIFIED SEALANT. D. SEALANT: USE ULTRASEAL P-201 BY ADEKA OR EQUAL. PLACE BEAD OF SEALANT AROUND REFA`.iTENED GASKET TO PROVIDE A WATERTIGHT SEAL BETWEEN UNEVEN SURFACES. E. COUPLINGS: FOR CONNEC110N BETWEEN STUB OUT AND EXISTING SERVICE USE A FERNCO ADAPTER. USE 1/2-INCH STAINLESS STEEL BANDS FOR SECURING SADDLES TO MAIN AND COUPLINGS OT SERVICE LINES. F. BACKFILL: USE NATIVE MATERIAL AS APPROVED BY ENGINEER. .PROVIDE CEMENT STABILIZED SAND (1-1/2 SACK/TON) WHEN EXCAVATING A DISTANCE OF 5 FEET OR LESS FORM EXISTING PAVEMENT. 7. MANHOLES A. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478. CAST -IN -PLACE MANHOLES ARE NOT ACCEPTED. TOP SLAB SHALL BE DESIGNED FOR H2O LOADING. CONE TOP I:i ACCEPTABLE. B. MANHOLE COVERS SHALL BE CAST AS REQUIRED BY THE CITY. C. PROVIDE 2 ROWS OF MAS11C BETWEEN GRADE RINGS FOR A WATERTIGHT SEAL. DO NOT USE MORE THAN 3 RINGS. D. EACH PRECAST BOTTOM SHALL HAVE INVERTS CAST -IN -PLACE WITH 0.1 FT. FALL BETWEEN INLET AND OUTLET. FOR DIFFERENT SIZE LINES MATCH CROWNS UNLESS OTHERWISE SHOWN ON DRAWINGS. E. PIPE OPENINGS SHALL BE FURNISHED WITH A FLEXIBLE CONNECTOR AND STAINLESS STEEL (TYPE 31u) BANDS FOR A WATERTIGHT SEAL. F. MANHOLES WITHIN EASEMENTS, RIM ELEVATION TO BE 3-INCHES TO 6-INCHES ABOVE NATURAL GRACE OR AS SHOWN ON DRAWINGS. MANHOLES IN ROAD OR DITCH, RIM ELEVATION =ROAD ELEVATION. G. MORTAR: CONFORM TO REQUIREMENTS OF ASTM C-270, TYPE S USING PORTLAND CEMENT. H. DROP CONNECTIONS AND STUBS SHALL CONFORM TO THE SAME PIPE MATERIAL REQUIREMENTS OF 1HE MAIN PIPE, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. I. INSTALL MANHOLES TO CONFORM TO LOCATIONS AND DIMENSIONS SHOWN ON DRAWINGS. J. MANHOLES WITHIN EASEMENTS, RIM ELEVAl10N SHALL BE 3-INCHES TO 6-INCHES ABOVE NATURAL I;RADE OR AS SHOWN ON DRAWINGS. MANHOLES IN ROAD OR DITCH, RIM ELEVATION =ROAD ELEVATION. K. MANHOLES DESIGNATED WITH "X" OR "Y" SHALL BE APPLICABLE TO AN MANHOLE TYPES. MANHOLES TYPES "A" AND "B" MAY BE MODIFIED AS DESIGNATED BY THE "X" AND "Y" SUFFIX. L. ACCEPTABLE METHOD FOR HOLES FOR NEW SEWERS IN EXISTING CONCRETE MANHOLES SHALL BE CCRED. M. EXFILTRATION TEST: PLUG ALL SEWER LINES MINIMUM 6-INCHES ON MANHOLE WALL AND FILL MAN-IOLE WITH WATER. THE AMOUNT OF WATER NECESSARY TO MAINTAIN A CONSTANT LEVEL IN THE MANHOLE SHALL BE MEASURED. LEAKAGE SHALL NOT EXCEED 0.1 GAL/FT. DIAMETER/ FT. OF MANHOLE DEPTH PER HOUR. N. VACUUM TEST: INSTALL TESTER HEAD ASSEMBLY AT TOP OF MANHOLE AND INFLATE SEAL IN ELENENT PER MANUFACTURER'S INSTRUC110NS TO RECOMMEND MAXIMUM INFRAl10N PRESSURE. EVACUATE 10-INCHES MERCURY (Hg), DISCONNECT PUMP AND MONITOR VACUUM FOR 11ME PERIOD REQUIRED BELOW. DEPTH OF MANHOLE DIAMETER MANHOLE 48" 60" 72" 4' 10 SEC 13 SEC. 16 SEC 8' 20 26 32 12' 30 39 48 16' 40 52 64 20' 50 65 80 24' 50 78 96 * 5 6.5 8 * ADD TIME FOR EACH ADDITIONAL 2' DEPTH TCEQ ENVIRONMENT QUALITY CHAPTER 290 PUBLIC DRINKING WATER "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" REQUIREMENTS: 1. SECTION 290.44 (a) (1): ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST 8� CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. 2. SECTION 290.44 (a) (2): ALL PLASTIC PIPE FOR USE IN PUBLIC DRINKING WATER SYSTEMS MUST ,4LS0 BEAR THE NATIONAL SANITATION FOUNDATION SEAL OF APPROVAL (NSA-pw) AND HAVE ASTM DESIGN PRES'.�URE RATING OF AT LEAST 150 PSI OR A STANDARD DIMENSION RATIO OF 26 OR LESS. 3. SECTION 290.44 (d): MINIMUM PRESSURE REQUIREMENTS: THE SYSTEM MUST BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 35 PSI AT AlL POINTS WITHIN THE DISTRIBUTION NETWORK AT FLOW RATES OF AT LEAST 1.5 GALLONS PER MINUTE PER CONNECTION. WHEN A SYSTEM IS INTENDED TO PROVIDE FIRE FIGHTING CAPABILITY, IT MUST ALSO BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI UNDER COMBINED FIRE AND DRINKING W�',IER FLOW CONDITIONS. 4. SECTION 290.44 (d) (4): EACH COMMUNITY PUBLIC DRINKING WATER SYSTEM SHALL PROVIDE ACCURATE METERING DEVICES AT EACH RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL SERVICE CONNEC110N FOR THE ACCUMULAl10N OF WATER USAGE DATA. A WATER SYSTEM THAT FURNISHES THE SERVICES OR COMMODITY ONLY TO ITSELF OR ITS EMPLOYEES WHEN THAT SERVICE OR COMMODITY IS NOT RESOLD TO OR USED BY OTHERS IS EXEMPT FROM TiiS REQUIREMENT. 5. SEC110N 290.44 (d) (6): THE SYSTEM SHALL BE DESIGNED TO AFFORD EFFECTIVE CIRCULATION Of' WATER WITH A MINIMUM OF DEAD ENDS. ALL DEAD-END MAINS SHALL BE PROVIDED WITH ACCEPTABLE FLUSHING VALVES AND DISCHARGE PIPING. ALL DEAD-END LINES LESS THAN TWO (2) INCHES IN DIAMETER WILL NOT REQUIRE FLUSH VALVES IF THEY END AT A CUSTOMER SERVICE. WHERE DEAD ENDS ARE NECESSARY AS A STAGE IN THE C:ROWTH OF THE SYSTEM, THEY SHALL BE LOCATED AND ARRANGED TO ULTIMATELY CONNECT THE ENDS TO PROVIDE CIRCULAl10N. SANITARY SEWER TESTING: 1. LOW PRESSURE AIR TEST: PERFORM ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE DESIGN CRITERIA PARAGRAPH 317.2 (A)(4) AND ASTM C-828 AND ASTM C-924. FOR SECTIONS OF PIPE LESS THAN 36 INCH AVERAGE INSIDE DIAMETER, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FROM 3.5 POUNDS 0 m PER SQUARE INCH GAGE TO 2.5 POUNDS PER SQUARE INCH GAUGE SHALL BE COMPUTED FROM THE FOLLOWINGr � m o EQUATION: N N Y Y w T = 0.0850 (D)(K)/(Q) F \ ¢ � '� m w J WHERE, p � � Z o N c=j � T =TIME FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE IN SECONDS. K = 0.000419 (D)(L), BUT NOT LESS THAN 1.0 D =AVERAGE INSIDE DIAMETER IN INCHES L =LENGTH OF LINE IN FEET OF SAME PIPE SIZE BEING TESTED Q =RATE OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE SINCE A "K" VALUE OF LESS THAN 1.0 SHALL NOT BE USED, THERE ARE MINIMUM TESTING TIMES FOR EACH PIPE DIAMETER. PIPE MINIMUM lENG1N FOR TIME FOR DIAMETER TIME MINIMUM TIME LONGER LENGTH � � '^ (INCHES) (SECONDS) (FEET) (SECONDS) � V�J 6 340 398 0.855 (L) 8 454 298 1.520 (L) 10 567 239 2.374 (L) 12 680 199 3.419 (L) 15 850 159 5.342 (L) L 18 1020 133 7.693 (L) � I- 21 1190 114 10.471 (L) 24 1360 100 13.676 (L) W 27 1530 88 17.309 (L) 30 1700 80 21.369 (L) 33 1870 72 25.856 (L) � `(,/%„/� FOR SECTIONS OF PIPE WHICH HAVE AN AVERAGE INSIDE DIAMETER LESS THAN 36-INCHES THE FOLLOWING OPTION IS O AVAILABLE. THE TEST MAY BE STOPPED IF NO PRESSURE LOSS HAS OCCURRED DURING THE 25% OF THE CALCULATED O TESTING TIME. IF ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF THE TESTING PERIOD, THEN THE TEST SHALL CONTINUE UNTIL FAILURE. LINES WITH A 36-INCH AVERAGE INSIDE DIAMETER AND LARGER MAY � /� BE AIR TESTED AT EACH JOINT. IF AN AIR TEST IS USED, A VISUAL INSPECTION OF THE LINE BETWEEN THE JOINTS V� SHALL BE PERFORMED IMMEDIATELY AFTER THE AIR TEST. THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FOR 3.5 PSIG TO 2.5 PSIG DURING A JOINT TEST, REGARDLESS OF PIPE SIZE, SHALL BE 10 SECONDS. 2. DEFLECTION TEST: AFTER BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY (30) DAYS, MANUALLY RUN A RIGID BALL OR MANDREL THROUGH THE PIPE. THE BALL OR MANDREL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE I E. PERFORM THE TEST WITHOUT MECHANICAL PULLING DEVICE. MAXIMUM ALLOWABLE PIPE DIAMETER OF THE P P DEFLEC110N AFTER INSTALLATION AND BACKFILL SHALL BE 5% PER ASTM D-3034. SUBMIT TEST RESULTS TO THE U ENGINEER. %n WATER DISTRIBUTION LINE CONSTRUCTION: ! � �� `� Q' 1. PIPE: PVC AWWA C-900 CLASS A, MINIMUM 150 PSI. ��,� �.� ,4�``aaw %I w 4 u !" 2. BENDS AND FITTINGS: ANSI A21.10, DUCTILE IRON; ANSI A21.11 MECHANICAL JOINT TYPE; MINIMUM 250 PSIG PRESSURE �� ,,, s RATING. ALL MECHANICAL JOINTS (MJ) SHALL BE BOLTED. •"r 3. JOINTSi ASTM D-3139, PUSH -ON TYPE ELASTOMERIC GASKET JOINTS IN INTEGRAL BELLS. ��rr�� •✓ 4. GASKETS: ELASTOMERIC GASKETS AND SEALS CONFORMING TO ASTM F-477. U 5. THRUST BLOCKS/JOINT RESTRAINTS: 0 A. CONCRETE THRUST BLOCKS (2,000 PSI MINIMUM): PROVIDED PER DETAILS. a B. FOR PVC -DI CONNECTIONS USE EBAA MEGALUG SERIES 2000 AND UNI-FLANGE SERIES 1500 RESTRAINT DEVICES. 6. GATE VALVES WITH BOXES: A. ALL GATE VALVES SHALL BE RESILIENT -SEATED GATE VALVES IN ACCORDANCE. WITH ANSI/AWWA C509-97/ ACCEPTED PRODUCT IS MUELLER A-2360-20 OR APPROVED EQUAL. B. VALVE BOXES: PROVIDE TYPE "A", CAST-IRON, SLIDE -TYPE, VALVE BOXES AS MANUFACTURED BY BASS AND HAYS FOUNDRY, INC. OR APPROVED EQUAL WITH "W" CAST INTO LID. COAT BOXES, BASES AND LIDS BY DIPPING IN HOT BITUMINOUS VARNISH. PROVIDE 6-INCH PVC, CLASS 150, DR 18, RISER PIPES, C. TAPPING SLEEVES AND VALVE ASSEMBLIES: FOR C-900 PIPE: MUELLER H-615 OR APPROVED EQUAL. FOR AC PIPE MUELLER H-619 OR APPROVED EQUAL. 7. FIRE HYDRANTS ASSEMBLIES: A. FIRE HYDRANT ASSEMBLIES SHALL CONSIST OF THE FOLLOWING COMPONENTS: FIRE HYDRANT, 6" MECHANICAL JOINTS BY EBAA OR EQUAL, SPOOL PIECES, 6" GATE VALVE, AND TEE AS SPECIFIED PER THESE DRAWINGS HEREIN. B. FIRE HYDRANTS SHALL DE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C502 STANDARDS FOR DRY BARREL FIRE HYDRANTS. ACCEPTABLE PRODUCT IS MUELLER SUPER CENTURION 200 A-423 OR APPROVED EQUAL. C. GATES VALVES AND TEE FITTINGS SHALL BE MECHANICAL JOINT (MJ) AND BOLTED TOGETHER OR MEGALUG FOR PVC -DI CONNECTIONS. 8. PIPE INSTALLATION (BY OPEN CUT) A. INSTALL PIPE AND JOINTS IN ACCORDANCE WITH ANSI/AWWA C-600-87 AND MANUFACTURER'S INSTRUCTIONS TO LINE AND GRADE SHOWN ON DRAWINGS. B. EXCAVATE TO REQUIRED DEPTH AND WIDTH AND INSTALL TO LINE AND GRADE AS SHOWN ON THE DRAWINGS. C. IF SANDY SOIL CONDITIONS ARE ENCOUNTERED, AT 500' INTERVALS PROVIDE 3' WIDE GROUNDWATER BARRIER CONSISTING OF A LOW PERMEABILITY MATERIAL TO IMPEDE PASSAGE OF WATER THROUGH THE BEDDING AND EMBEDMENT. MATERIAL SHALL MEET A SOIL CLASSIFICATION GC, SC, CI OR ML-CL, AND SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. MATERIAL MAY BE FINELY DIVIDED SUITABLE JOB EXCAVATED MATERIAL, FREE FROM STONES, ORGANIC MATERIAL, AND DEBRIS. D. ALL PLUGGED LINES FOR FUTURE EXTENSIONS SHALL BE 5-FEET IN LENGTH WITH RESTRAINED JOINT DEVICES UNLESS NOTED OTHERWISE (U.N.O.) ON DRAWINGS. 9. PIPE INSTALLATION (OTHER THAN OPEN CUT) A. ALL JOINTS FOR PIPE IN THE HOLE SHALL BE MADE UP PRIOR TO THE PIPE ENTERING THE BORE. B. BORED HOLE FOR ROAD CROSSING SHALL UTILIZE WATER ONLY FOR LUBRICATION. USE 2-INCH PILOT HOLE FOR ALIGNMENT AND GRADE. FOLLOW WITH MACHINE BORE OR MANDREL OF THE SIZE REQUIRED. C. BORED HOLE SHALL NOT BE MORE THAN 1-INCH GREATER THAN THE OUTSIDE DIAMETER OF THE .PIPE BELL. 10. TESTING. A. TEST PRESSURE SHALL NOT BE LESS THAN 1.5 TIMES THE WORKING PRESSURE OF THE HIGHEST POINT OF THE TEST SECTION. (U.N.O.) ,TEST PRESSURE SHALL BE 140 PSI. B. MINIMUM DURATION OF TEST SHALL BE 2 HOURS LONG. C. TEST PRESSURE SHALL NOT BE VARY BY MORE THAN f5 PSI FOR THE DURATION OF THE TEST. D. REMOVE ALL AIR FROM LINE PRIOR TO TESTING. INSTALL CORPORATION COCKS AT HIGH POINTS IF NECESSARY TO REMOVE AIR. E. LEAKAGE SHALL BE DEFINED AS THE QUANTITY OF WATER THAT MUST BE SUPPLIED TO THE TEST SECTION TO MAINTAIN THE SPECIFIED TEST PRESSURE. F. ALLOWABLE LEAKAGE MUST BE LESS THAN OR EQUAL TO 1NAT DETERMINED BY 11-IE FOLLOWING: L =SDP / 133,200 WHERE: L =ALLOWABLE LEAKAGE, IN GALLONS PER HOUR (GPH) S =LENGTH OF PIPE TESTED, FT. D =NOMINAL DIAMETER OF PIPE, INCHES P =AVERAGE TEST PRESSURE, PSI. G. THE ALLOWABLE LEAKAGE FOR CLOSED METAL -SEATED VALVES IS 0.0078 GPH/INCH OF NOMINAL VALVE SIZE. 11. DISINFECTION: SHALL BE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS" AS PUBLISHED DY THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION (TNRCC) AS STATED IN AWWA C-651 FOR WATER MAINS, AWWA C-652 FOR WATER STORAGE FACILITIES, AND AWWA C-654 FOR WELLS. 'ECG` � �J IF THE APPROVED PLNitiS ARE MODIFIED, A NEW SUBiI�! � ;Ili TO THE CITY iS REQUIRED PRIG'; TO THE CHANGE IS OCCURRItVG ISSUED FOR AD REVIEW 01/07/09 REVISE PER _ __CITY_COMMENTS 0 Ot/15/09 REVISE PER _CITY__COMMENTS Ot/30/09 REVISE PER ARCHITECTS COMMENTS �P�E °F TF�4 �: ��'•9S RANDALL•J,•LISKA _ 89374 .. . ,` [rv. -Kp/ % itl � LOB DWG NAME: SEC Joe N0: 08-339 �"REV: D GENERAL NOTES: SURVEYOR NOTES: 60 0 60 120 180 Feet 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD SCALE: 1"=60 GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. 83) MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT 1 OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 1978 ADJ.�-- '�'-•�� 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION) A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. OF ANDRICKS STREET AND CARLOW STREET. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF FEET SOUTH OF POWER POLE N0. 19285. ELEV. = 24.15' CONDUCTED IN THE fMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN PARKWAY. ELEV. = 23.81' CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS THESE UNDERGROUND FACILITIES. EXPENSE. 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD = 22.90'. CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND COMPILATION OF INFORMATION AND DO NOT REPRESENT THE THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, . RESULTS OF A BOUNDARY SURVEY. VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. 10. 02/02/09 -ADJUSTMENT OF CONTOURS AROUND INLETS IN PAVILION AREA VICINITY MAP N.T.S. 706' UI ItIM LI i \r - :'2.a5 Il]I' [ II r - i � - -- ' P: il-' % I I � FII / - Z;'. p;,• IJM 1-:1.1 -. L.'�R' ,,i .. _ UI- UI= hIM [L.LV. l Ci(.i' i_XY.OIV C'IPf.I_IbIF. .I' I .r I 1 ::. a ,' s.' 1 (r(w) I'i_ a :.,' °,n' r,( 1!(I:p I I. 1 .'n°' 1 r,l r(w) r� _ Ir ,Ifs I'Irlt ( 1 Iz" Ivl _. I'.i`:. - ,l]' I (i' L I�L IL./G' � ' r�' II' d" R[:F F fL .- IG.^I8' . I )I' t7(- I Ih4 I:.I_I!.V Itr.' .i. m ;`-' S[)" fiCl!(5) rI. 16.�'J' n v •' ,., .: ,I (11).Fl, �-'. Ih 4.;' \.� N r� 30' kCS�' 0 _� <<' r I-n'I I r N PI L. ..)) _- L. - I �, 1 - (> _.__ - , , O ti' - � o N � , r N>._. N,., _ _ � � �-. �. __._ G... N � N � -� u .. .. -_._. .__-._ _ ___ _ �. rr (L L sl„n (J L'' X '' i G �! _` I !: I X ___ ( rrl�_. _-: _. LJI �. � -- r N r .,.. __.., _. 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D i A s RCHITEC I TS COM I I MENTS �I I I I �; f -O�/0 EVISE�FTER-- `� 4�� II QARCCHHITEE��TS COMMENTS ;N ;� I; I' _ADD.ENDU_tuL1----_.__--- Ir I(, I� ,ll i I r t•I � I i tl ;fi i l� � ---- _ _...----------- - I I� ,III � !�:II (I � --._.._. ._..---- 1 I, - __.._.___---- �I I III I ` _ - ._ . . r ,_ , r i _._ rvu I 4 nll I. _ q. I li r � �� :� I Ili �;��, OF TF\�� I I II �P•••' .+ � I 1 � Q : h: �' •.qs � �� II � �� , / RANDALL J. LISKA E '��'' � , l.... . � � [ i r � �1�� S ' �. �� 1' �.r . f�, h q r n �.ia, �' � r,_� . [. � � - I' I �� - ��- / � r` al. q halF/F fD:�3 �; q ,INN CHA��S R� � REDBMI ow A E. - - s , �; GFl �OCeURRR� R� �g�� , N AN" o D �� - .. � I �_ _�� I �_ ._ -- --_�.. ■ 5 Jos No: �8_339 REV: E C`FNFRAL NOTES• ENCE LINES AND GRADES B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION I, _ REGISTERED UNDER THE LAW OF THE STATE THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE 1. REFER PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. OF TEXAS TO PRECTICE THE PROFESSION OF LAND SURVEYING, REPRESENTS THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 48201C0940L, DATED SCALING A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR RESULTS OF A SURVEY PERFORMED UNDER MY SUPERVISION AND THAT ALL JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT I S BASED ON GRADE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHALL BE OBTAINED AT HIS EXPENSE. BOUNDARY CORNERS, SINGLE POINTS AND POINTS OF CURVE HAVE BEEN, OR THE LOCATION CN THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST 5. SAFETY: WILL BE, MARKED WITH FIVE -EIGHTS INCH IRON RODS NOT LESS THAN THIRTY USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO OR DAMAGED. A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY (30) INCHES IN LENGTH AND THAT THIS PLAT (SITE PLAN) COMPLIES WITH THE IDENTIFY SPECIFIC FLOOD CONDITIONS. 2. EXISTING UTILITIES REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD REQUIREMENTS AS SPECIFIED IN THE CITY OF LA PORTWE DEVELOPMENT SITE PLAN ACCURACY CERTIFICATE• A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR RIGHT-OF-WAYS. ORDINANCE. TO CONSTRUCTION OF PROPOSED FACILITIES. g. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND I, RANDALL J. LISKA, AM REGISTERED UNDER THE LAWS OF THE STATE OF G AND B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. E STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYIN) y e,,,o 0 C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL B AND SHORING. BY: HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND �(� OF F \\ CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE SIGNATURE OF SURVEYOR) THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL „��.•••••• •••;rq®1 ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" ABOVE ( ANGLES ARE ACCURATELY SHOWN ON THE PLAT. � *a''� �• • ••'s+ SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING FINISHED GRADE. � -^ p * : ! V ••c# WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" BY: -' RANDALL .LISKA CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE A80VE FINISHED GRADE. (PRINT NAME) BY: � TEXAS REGISTRATION NUMBER: �9374 o....:.....................:.. THESE UNDERGROUND FACILITIES. aFNCHMARK NOTES• RANDA _ J. LISKA, P.E. � F3937 .'a D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE TEXAS REGISTRATION NUMBER: UTILITY STATEMENT• 6E'� d �''•��'%FBI` �,•-�.. NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE 6t�.ti` CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY COORDINATE SYSTEM, SOUTH CENTRAL ZONE (HAD 83). (AFFIX SEAL) THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON `bye CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. I Fral nESCRIPTION: ABOVE -GROUND STRUCNRES AND UTILITY LOCATIONS BY UTILITY COMPANIES. SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE UTILITTES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND TRS 690A, 691A, 708A, 8c 709A LA PORTS OUTLOTS, BEING UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY CARLOW STREET. 33.64 ACRES OUT OF THE W.M. JONES SURVEY, A-482, •iliE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST CITY OF LA PORTS, HARRIS COUNTY, TEXAS CITY APPROVAL AUTHORITY CERTIFICATE: UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER pROJEGT USE• PARK LIABILITY. POLE N0. 19285. ELEV. = 24.15' THIS IS TO CERTIFY THAT THE CITY OF LA PORTS, TEXAS HAS APPROVED THIS SITE PLAN 3. EXISTING CONDITIONS: 4. PROJECT T.B.M. NO. 2 IS A DOLT ON A FIRE HYDRANT ON THE WEST NAME OF DEVELOPMENT -WEST SIDE PARK AND THE EXPAPISION BY THE CITY OF LA PORTS OF THE FACILITY KNOWN AS THE LITTLE A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER TYPE OF DEVELOPMENT -NEW CITY PARK CEDAR BAYOU 'HASTE WATER TREATMENT PLANT LOCATED AT 1301 SOUTH 4th STREET IN OR DISTURB 7HE DRAINAGE. POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' ZONED -MANUFACTURED HOUSING (MH) CONFORMANCE WITH THE ORDINANCES OF THE CITY OF lA PORTS. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE JOB ADDRESS - 3600 CANADA ROAD, LA PORTS, TX 77571 DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE �� SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT SOUTH END OF THE PROJECT. ELEV. = 22.90'. BY: PERMISSION FROM THE OWNER. 6. THE PROPERTY INES SHOWN HEREON ARE BASED ON A COMPILATION EXISTING PARKING SPACES: 325 DIRECTOR, PLANNING DEPARTMENT 4. PERMITS: OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A PROP. HANDICAPPED SPACE: 10 0 A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, BOUNDARY SURVEY. �NDSCAPMG: AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD ;RIGHT-OF-WAYS. DEVELOPMENT AREA LANDSCAPING = 1,465,532.00 S.F. -„ NUMB R OF EES = 1 -- - -- _ ,_. _ :_ _ r �. I it ')� I I ✓'� - MII _ �_. _ __ idfi. -1 ' 1 � -1 I I I t f- i � ; ♦ , �_. Ir I nrv' (f + I (�) I �1,,,� ; f - I� � .; If In •ts:nN I, �o� Ir t.c �n �• r �,, ,� 'I �o rrra�t I !' 'i ' iij cl�' - ' /� / 4:> I �;, , I , / t� / - -- , , ,:: __ _._ I �� I�:=: I c- = II I I'. I I I '� ' �� __ , - I �- ,,� I „ = � ,.::: . ,, I , .,, „ . �, .. Y . ,�.,� � - -� y , ,+ i �, ' I ,, _,_ - l �' I u .,_�' . z , ,.,, - _ v � ff i .'� - � l -.4 'I._ 1 f � � t � Lr I pRTL -�� l ' �G � �� nl li � _ .� �, �. --__ .�--L-- --- _ ,�_ _ s t _:. �I, _.. ,._�_ ,, ��_. _., ----_`. _ _.. 1 ._ __. ___ _ P Fi`OJ ECT SIT_, �-� ' _ _ I - v /� _ _ __ ; � t __ .. __ _ __ _ ---- -� _ � lL - �' --I - VICINITY MAP N.T.S. 60 0 60 120 180 Feet SCALE: 1"=60 ,_- �-- I j�--.�-.®--1� j� . -- - --___ f _ _ �_. _� �_ __.... __..___ v --- (I � � �7 0 CANADA_STREET. (100� R.0 W ). _ _ _ �-.�._.__.... -- ---.._ ..-_ --- - _-_ _ �. ----- Q�fadrl ^_. __ _ _ - - MII_ _ _._.._. ., .__.-__ _.._.......-_ ____--- _ _-...__... .. _. ___.-_.._ _ .. __-._-� �.. _ _L_ ... .-__ '-..-_ ._�.G.__ _. _ •�_ _ y. - ... -. _.._ _ I ..� _ ._-.___._ _.-. 1. _-__-.._.__.- ' P�I U , W �� ,:_ _ � i �.f� i till' C'i��nr r� � � �'�� y � onl � �1� ,�7 �� f rcrnll _- t � � t a� � � � } � � �--,c�' i'ECnN I.t i htnl '� -- LL ,1" •crnul I z lz I r,.no-1 , Q r.-- tit nu In r I I nN u i cn,nn -� z - _ . - _ Q PROPOSED C-900 WATER _ \ \\ y � I SEE' SHEET C1.02 � \ I III '� (��) � �t�)� ��A I �� '�� f�� A\ I Illllllll' 'In rl�ll ;o ru.nrl pn rCcnrl t7"III A -' �I; 1'n,n'1 ` --- _ � -- / �� - I I M�SI I; CII 61 I �f i I , _ � -- ,� / -. � -� I f I i � fit '1 �I Oh I L:. I I Y/L.> A Isr. �. 1 �� ,; '� PROPOSED CONC PAVING �I"i � N<-;.:� f ILP, ; t) l� �II.,�IO I Lc t.;.rL. �. � /,` . � �� ' V � ' z.l� � � t.,'-� � - . _ / SEE SHEET C1.04 � ` �� I' � � � - ' .. `. �'' ��, .��I.M f,O111 II'f) ,. � ,, r_ A ' �� 1 nlf rr..nN - -- _ - ,' ,� _- ,; „ 1 i - / ,� ,- ,� _ ' �� 5 I' / � � � � � '�, �� I PROPOSED STM SWR � 1 � I I=- - � �, � '.� o _' � -- _ SEE SHEET C1.03 �1, ��. I If - I PROPOSED WATER `�, ( -- ) _._: i SEE SHEET C1.02 _ �� - / I _ � __ I -- ,:,i _ �' - _ I �' - PROPOSED STM `� .:; `'�� k � ___ _ _� SEE SHEET C' tE ,� � _[ \� 1 f l_ I I I I" I.L. �_•�-_ � .I_ - _, I I i_- 11 I I L I- 1-- 71._ I I I I�� ,_ � � f -. � f \ � � :. �J __ _ ,. � � \, ------ > \ �_ � _ � �i� _ _ 'r , .. __ _ __.. i.. _ _ _ _ ___. , . L .._ - - - --.. -- = � '` ��LCL -I _l�___ ___.. __I I. 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G. fnN :. - - Ifi ial. _ - it .i:'.Lf(ry -_... f I I a, f f ,� _ 1, / - � -' -��<-- _ f,t"-I Cc.4n1 - -- --- O - ., t `' I I -� u- ��, I - I � � i t. rccar - __ � -' y�e�. _.,� I `�. % I _ _I _ �� : „ � �,�f , ,;, - �� r� � ��h � � - - - __ - ti I(? - _ -_ .�: .:� > [f � (•1 � �� ,_ � 1 Crt4nn�1 _ _ � o � �..._ - . _ _ _�J- ,1 yi._. � _ __ ,� _ }.� I % .� � ® I-- J = -� ��\ _ r, 1 I 1 ,�. v. �, . � �� _ --� -- -- �'� - - -� , .� , (.. _..- _. y , . . '-� .\ z. -.: - \ ,-� .... _. J__: _.-_- 13"_TIT 111�- � t. ,! \I .-- ,_ _ / '.. a'-. .', , �,�, , i l / � .. v, 1 � i i .�t,,� �_ , ___ ,1, ,: - �. i�, �f.:1 _',. '� ,'� ,o-f'j f� Ir;n••f �'i �i�. tt ("1 -1 -, _....... - '-� �.nl.l t f 1,. rt:c n - .._ , idNfJT -t31 US '� � � .t: : -i ": ' \(t� ? xz � . t �•�' � PROPOSED SDR '26' ':SAN SWR 1 . rfs,:, I�f -_ I 7 .,1 // SI � i�l" rCC rw i � - 41 � ' - _ -._. ,� , :, i, I - �'��- \ .� i r�� - '.; SEE SHEET C1.02 / - 1 � (�) �� IL .,I - - PROPOSED 45SY 7 THICK f v, \ _ II - D PS� R PAD.:._ ____._. I� -,� , CONCRETE TE_ f - _ ----- - _ - ____ _. __ _ ' I �. 1 i - - i _1 - \ _ _ p � __ ._ i � I. :.. y � .__ ____ ._ � _ ' ,� .- -.� is , , �_ i' ,'.; - n t � y � � � \ © t. 1, , __ I I � I C� O '� � - ' � �� -_ {',I I , , „ - i , �. , , i _ _ _ _ _ ,, ,„ � T ._ i� � , _ , �I „' , , - _ , , � „ i P ' J J _ , � � �. - -_� � � . 1 , - �.�"�., i _- i � - -_ h _ __- r' „ -. �' -_�, , � _ � . - ,. 0 i , � ./ ,. ., „ '. � i � ,, , , •,; ,;�� - ,, �_.,. A� h , ; ��, � N / �� , ' Ir ,. _, _ _ _ __ .: _. __, c-.. �"�� -- -. _.. __-- -- _ I :., . -- (�� 11 - - .; _ _ � , r � _- . s� . _. ... _..._ � � � � -.- �.._ .LIB- • - -- I I . _ � � : I �.� ,f, ,.- nz..r�i�'c. .4" C Purl<,mq G' 141 f hrcnl'' 7i ' t ' i\ �I�II� ,�� -��1� �, _ ., 1i "_ - � - � _ � _ ,�S`;� � > o � � 1 _ _ _ ( ".. �: �. I 1 U II �" . „ ,, -,, , -. �� _., ,. / _ _. � _- I / � \� ��(i �. . � - � �I - // - � :'PAVILION .�' �- �-I � � - - --_ __-.-._...___ _. � � A ' .�. �� / _ _- ,� 12,1 iL f � - _ __,I __ ' I / - \� - - \� -,� � I �. ® _ .- iA(-., / � � ) � I • � V _- ' I' � - to _ _ _ ,'. .i ( - �.I. )lI �� .._.. _- -- � )3 // �..1 -1` 1 r-I /l.� \�(\r -.'�� '/�}� / `�0.\\. y�� PROPOSED CONC PAVIN - I � `v;--- .__ -_- _--.. ,--_ _..._ �� > z I � �--- / l ?� ` - =h r to l y"� l �C SEE SHEET C1.04 __ �n I-il --_. ___" , _, / - .emovr. Weed �_. -' - �__ i ,, ._� ,�Y .,. ,,, � ��- \ Il l' ,_.,. ,) \ �,/�� __.... �� _ _, .. - I ,. f c:, ,. - I Q " ,.. i .. . �-�.. _-. --__ ,_ t __ u.. -- ._-_. ._._.. .. .. t ___...., .... ... __- _ _I , =� f l I'f (I I I --�- a, ., i I . t. I I I _ /`. I I ' f 1 �, I .. ar, / c ° � � I J �1 I f I / I--...-. > >f i / f t 1 ;i P >- '.'.- I I / Iz rrrnl.l 18' r[ �nd r o m \ r M m p w N w � � .� Y � O` ¢ � a m w � p�••' N .- p V1 U Q' v a Ua � J F O - I � �� r 1°' t �o G W n ��i Z z � f- � 1,.Ir �Z N� t>. w 1 � i . E1Jg• � �0 f �= ww } X �, �.ri t � i Z z X F 0) r i -, O a W} N __. .j ' � � �. F M _I, _� �Z> � v m i� fn i,i 5 O X d' ( 1 �� Ul J z c, � �� u: W r a !� H I `'i rn ' T , ' � � -__ `I '��; 00 ��, ...__ ISSUED FOR- ---- - A REVIEW �O1/07/09 REVISE PER _ _ _ _CITY COMM_EN_TS__ REVISE PER 01 15 09 / / © _ _CITY _COMMENTS D 01/30/09 REVISE PER ARCHI/TECTS COMMENTS Q�RCHI7��S COMMEN SR -_ I , Iy �F-`I - 7 - i^) I! i1 I i f 11 j, I (qJ I 1 _ 1 I Ce I _ n_ r... � c7,, � i I ... ;� � � _ rl 1 1,1 I � � � I-- � = I,I �it ��I- " .J lL' tt I lj U t11 L - 'J -1_ .. .� Y DWG IPPR Eb PCANS ;= D. A N SUBMI�AC IS RE Uj� �P�� OF rfj �i �:• 9S RANDALL J. LISKA w CEIVE ' 11' I VGEfS p, EU PRIOR owc: rsy CCURR�NG 1. J08 NO: 08_339 REV: c . GENERAL NOTES: SURVEYOR NOTES: 60 0 60 120 180 Feet 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE SCALE: 1"=60 ` A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (HAD GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. 83), MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION � � A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. OF ANORICKS STREET AND CARLOW STREET. I TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: 3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF FEET SOUTH OF POWER POLE N0. 19285. ELEV. = 24.15' CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. 4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SANITARY SEWER &WATER LEGEND SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN PARKWAY. ELEV. = 23.81' CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS 5. PROJECT T.B.M. N0. 3 IS AN "X" ON THE NORTH RIM OF A PLAN &PROFILE THESE UNDERGROUND FACILITIES. EXPENSE. P 2.01 D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF SHEET NUMBER NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD = 22.90'. ❑ WATER METER CONSTRUC110N. TEXAS LAW, SECTION 752, HEALIIi AND RIGHT-OF-WAYS. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE � SANITARY SEWER MH SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND RESULTS OF A BOUNDARY SURVEY. THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, _ _ - SANITARY SEWER LINE VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. WATER LINE RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" --- UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" '� I Iz d r I I �'t° { I I -_ I i i - h .� I � ��. I - �� - %�� I � � �. 1 _ _ -- g ,, r ,. I r - r � J ,� t � i�,)t� .� I,_ I�„ P FtbJ ECT Ln �oai�e ABOVE FINISHED GRADE. VICINITY MAP N.T.S. EXISTING WATER LINE PROPOSED 12" X 2" SADDLE TAP PROPOSED 12" X 2" SADDLE TAP PROPOSED 12" X 2" SADDLE TAP (CONTRACTOR TO VERIFY PROPOSED 12" X 6" TS&V THE LOCATION, DEPTH, PROPOSED 2" IRRIGATION METER lur ur 1IM rl_r.v. rc' ,;7 �xxoni Ru'ranle PROPOSED 2' ME � R �or� ul RIM rl_I v PROPOSED 2 IRRIGATION METER � .AND SIZE PRIOR TO CONSTRUCTION) ` 'r' I I rcF'(w) it- _= Il I �'' ' r:?r ! I I IF-1 L:ri-..;.,,->� - � IUI' UI h'.IM 1{I-1 V -�.Sr. '4" i l I'(W) Fl_ Ir !U' i � L. r' I• I I ::: Ic: c� :.. i' i,r i�(wj FI- u.,.,' ,n" I ca'(1•I> rl I ;,r,, �., rl.r(t) I I- - I! 1� I, ! u�L ! I�IrF . Y' I,,.r � .-,0" (�l I'(L.) r 16.7G' ill" I�t r'(i.) FL. 16 7' ., /'- /ND -r'1 ,;i GI.F' I-1 �.= Ih.E;n' ' -� O RCPI ) FI �_. I. 1 ..-„ _ � - '`� -- - Aill 1.f11 )o' rc.i�(s;j 'I_ Ie.So' sn' I l I'( .) L.i. I4 ,n _- --- - -� -- - Ir - _....... IIn ,;L l.r,r ntv. _'_,1.�1,' -- - -_- __ -- _ _ _ __ - _ _ _ -_- _ -._ _.- I� 1� Inc:" I ' � :I �„ r -- ) 1 �� __... .. ,., Lc. _... _d_I..I_ _ ,_ ,.:_ _._::_ 1 _: _ i-I --_ _ __._._ _ --- _- -- --- ,:;11 LI ._ ..t I. I_ .._-_. -_._ .-.. -._._ _._. , vl.l _--__. _.-__-__.-_C1 -_._ ____-., , ,-� . -'--- ----.. _._. _-. _._._- __ -_ __( }__._ .. ( scr' ocr l�n�t;ch-. - - _ - i _ � J< , � „ ___ L _ _ _. ,. ,r.7 � ti,l, � � _ _> , � , I, Lf __ 7 _ r 7 a_ 13 1 -----..._. �_�...-___ - _ ,-,. I Ir 1 r. I 1 F _..__.� _____. _. � _ _... ___: �, r, .__ ` 1 V-' Ill I,I6i I LI:.V 21. /fi - - _.. _ .. .._M - _ _�- "_.. �--- _ I f.Cl I I II 61 II �' nr rIM rL V ,. � .r I c_r I1. - I( ,_ .-1.t , CA ADA STREET (100' R.O.W.) __ __ _ . _.. � - - -- - _ _ - - �' - _ - , _ _ _ _ _ _.. rt ----o ,_ .-_ - - :_ ,: _- _r. _� _. ! Wv r r y -� i _ _ - - � � I ,- I.1 I 1 _ 1 _. , -- _. E - f �_ lu _ _ _ ___ J __ [ \ I I = - 11 �.- - - -- - -- - L-- -- - - - ... ....... n,?.I .'.(-. .__. "` - - _ �.,;. .. W.. -- __.. , � ,, /Il'I� �r 1-il.l f 1.L:v - �, 71)i' Of I Ihd LLr_V. ._,.91' TBM 2 ;., " I - ..... :,,.(., „ TBM � _'.- -' ---- 7OI Etl=_1JM FLI:V. - .:1.74 .,.-,, - - „�,, .., .:, _.___ _ _ _:: - ... z ', >' �-> � 1::, )t i..j' I u I n_ '�.. ' I' t?c::r--' rl_ = Ic.er�• ,::; - I J O._I _ N I ki:r 11 1"/.ul' EXISII�G,SAN MH __.., ". 1 .__-... .._ ,_., _........... ,l.._.. _- <, / I !\ / � !! l fii �} ,111 i l��' i) C.)") i ! r 1"^ � ,"7 n'!') ft"'17 � �? i --- ii!)�\I) 1 � f ! RIM�2i�.46 i ' :, �i -„ �, �( 5; ? \. ..f: l ( _.<_ � lol..�r2(<��..� �,2.� u� r.•ni•, S..T� \f-.��? I �...�'.) ,2_. ,., �� _._:,,,"�:, .. -�� : -' � .;,.` .- � �n �/-��1 )) FL=5.8$' SE EXISTING WATER LINE T \)) / () ,. / '...__, ., '�._... •..__.. Ill �I :CAN _, � / � � �, ".,"- �:t;nl�l � % 1 ! I�.nid �. .. 1 I .nIJ '. I' i I �_nll .�/ �'-�.... / -...._ �4\, ) •, n -y _'' �n ,l>I:�-nla i.,- rccnl,l s� rr�.nl.l _. I �. nl ,., � 1 ,,,,rc FL=16.,29 �'NW)._. � (CONTRACTOR TO VERIFY : ," , c, -� �'- i 1� _ , - ��;� _ _ ,_. r __ J _ _- _ _ ;, .. OR OP ANO S�ZE PR OR TO CONS�tUCfibN `(MANHOLE TO BE ;C ,,, ,,, // t i �� - INTERI ; R MANYiOL� DR } " ,,�\ � l,` 2 � �T.)1>cr jw f';�)� z� (:F�) (,2) �1`,!)) ., PROPOSED 6 WATER / �.'. II 1 ) I l '.1� ;.. , '. , -.. -.: �.1, i � � � ? � SERVICE LINE (i° ,) �� 1..r?) 'lllllll lllll'' Ttl �BEI; PROVIDED I �'., . � . �'la" 1 t n ' .. so" rl_cnrl ��-�Izr' rrrnrl IIF' t 1�11�. -,:- , Fa ', A� ,^ ;-....._.__.-'- ��. __.�' ,t� , � 'u !'i cnl.l� -zn` rl l�nl,l �� .I �� `� � � - -- - _ - __ .. 1„ „ I � - _- � t.',-r1, C)I� inl t)I�ir, II /n-,- ,. , _..,�� -- v _._ _ 2' WATER 7� �� -� PROPOSED 1 r 17 ) 1 ��.. ( , F :�'� tl �')r> I t 1 r IL i rr ,I� I , � . , ,_ ,. > ) � � f .,) _ ]] :r � ��l �` � > I. ti.. �� `,} � SERVICE LINE � �� 13 `" �. �,' � � 1 �7' � � ......: ........ _:....._._ I ,,:.. .._...... ( ._ r",„"r'Lcno! �, �� I I_M ({)�)E hI'i) `� )i 'u..i>I m _,��..'rLtnfl __ -_-_ ._. )..._._._----- -- ::n�,f�nn 31'i ('i"r, IJ � ' "'. - / �: � l,�" I I '.nil _ (� �`�. \ � , ��- /t) ,�(c �(_ / i I FJ PROPOSED 8" SDR-26 SAN SWf� - - - { -// -., �\ '�� PROPOSED SAN, MH #2 �;; 428 LF ®0.33% SLOPE - ''?'.8 `� ,:� � - � ? -. �� / � _ I " , ., i -' OPOSED CLEANOUT k- � 7 ' J � � �� ' t - :) ; �.. -- 1 '' 'S� , �, � I � - .. - � A ,i. , 1. - t _- , i ._ ; � -._ � �.�, � � �� - - -- •� � , r - �� - (�'? � � - � � , �;''� 1 1 I , , � , � - _ - �. � ,- / � LJ, ,� �;' _ - .,:, _i.., r., "; ..:- ..:..,, " ! 'ii _-, �-. �n-i>rl;nll _.. .,,.r 1�1-l;arl --- I `' ' ' -- 23.' , I ' /- \ /-' _.. , PROPOSED "SAN MH #1 - _ I Filrl:ulr (;��: ,£9 ,. \ `.121M=24:20' (�( �. _, _ , S � 5. 1 � _ - ', I I I PROPOSED 45' BEND ® / � I _--- � _ _ _.-- �a,� ,:1 1 _ � _� _ Q - - PROPOSE� 3/4" W''TER SERVIC I INE c, - RO �r � � ' pROPOSED;B" SDR-26 S`AN SWR � � 1 � - I=1) `,, II� (TO 8E SLEEVED IN ,2" PVC CASING) � E �--- 68,1E ®0:33% SLOPE' --- ' ___ _ -- PROPOSED 6" X 2 1/2" SADDLE TAP --- _ P��_ s'OS�D 2 ;WATER ', -- - - ^ � � � �_� : � � � �� i _.._J_J _ SERVICE LINE ' ,,_ ,., I� - - -- PROPOSED ' ' , PRO' ED •� 1,/2" WATER "_ _ __ �� _.. --- c) ,, �� , 1 �o -i- � ,, _..1 ' --_.�' _ _ _ � _ � , 2"",METER. > -' S�RGICE UIN ��„ � - _ _ C�) I to I - .:,.,., _ _ L., / - ,.,. I , �, - � _.., � I. , \ `� PROPOSED J� t I PROPOSED 1" WATER °_ ---- r� _ 1 <r � _-- :_ �_ PROPOSED FIRE \ -; „ r ) r ,� PROPOSED 2 WATER _ ',�'I'>" - ._.: - HYDRANT ASSY !' 2"'.METER;) SERVICE LINE - - _ PROP05ED 3 4 WATE SERVICE LINE t' I,ra � ,, `:' t ,?I�r`move weed - ';f ,;, ' i _ \� ( S � - (TO �E'"<SL�EVED_IN=2 :�P_VC-CASING)- - SERVICE LINE., ., ---- - ' - " , _ -- - vi It O ,_ 'yr� I � . ..s , � . \,. _-. '` �; I �-��' 0 rl rbunn ;'...l t]_ - \ , ,' �� / � �� h11 `i ?..i. U --- ) ' � , __ _ l ' ` �- ... I I - -- ,_- , . - - /-._` I_ - ~ - I 11.. I_ -� r I 1 111... I __L Il I I_I_ L I I I 1.T I __-r ❑ _ I � T -I' .I:_ -I-- -I ..P. , ` r> -- lr In � -c - _ ,�:� - ..__�'�.1 _ - - _. ' I I - ,1 aor o m � m M � w N w p � Y Y F- � ¢ p ¢ m w � o �- � "- o V1 c=> � ,,.".. I �-r, �� 7pP OP RIM I�.L.EV �'. f16' � 1.1� 0 Rl,r (I I) FI - IS I.5' O 0' G/I(�) FI = In 0' � A 48 RC( (F_) rl -- I L_'.y. (,jam T8M 3. J I' --.. _ ------ N --- I - - ----- ,� �_�! gal! !. � nl:N .� W �` \ _� :l C_ - _ -- � - --- --= U � ` \�� , �� _; � . O � ,� ",� Q �. dt>y,e.� OF ' �� 7c eL 4 t� g� W r' `�y � , - �ii1 t , fivk ' �I a.+ r�`� U w O a I' J ' � lr, �� i ro l� I� I I,� � I I ' I I r f'. �,' I I t " I c, �, c �Ir , a_ Ln u cn u .:1 ICJ �i c: In r ,� , 1,, �„ , _ 1, --- l , � - __ ,� JI � ' �:' ( (; , ,�> PROPOSED �. PROPOSED 45r IB ' p 3�1 f I _ _- '. ._- _ _ _ _.. - __ - _45'--BEND.-' - '�''"-. - -- - ' __ - �1� �� ,- i i1,-L 1 , -; 1 ,„ � L _ �` JLL _ I I I I I ! I -1 _ ...I. I_L LI_C I ' I , I _ _ _ "' '' __' _ - !: :_ ,. „/ I_-_I_I _l _.I-_L .1-_......_ _f� ...J_ I :.. ,,Iz 1 LJ I I I I I ;; J , I I i l I 1 , 11. f I lJ_ _-L1_I-1 I ( I I_ -I I I I1 L I I I I (LI_ I I >-1 _. � %> _ - I',, ' , i � -_ IA ILt niJ IA IL..n �w '17 PLI niJ. /- r , 1 � 1'��I m ', I, --- _-.. - 1.4 4Cn.�_� � r'.-.,rni�i;' � .-�-. PRpPOS�U` 2 1 2" WATER ®/ .. 1`if.,'_. ��) <7 _,.,,� 1_----1 _. I -- - '� - 1 t.�r} ' '! ...1., _.. ur rrrnn - �.. � w li ^i4rh'\-�� ] _. � - - - _ i t \ ,j�,�,./}`�% .tt. j� :' , n' r I .-. r. ;' _� S` 'R��I(iE FhI. nil 1 < .la tC ! \ _In^ rcrnrl - _..,� .._a, _ ,. I .,, .. i 'lti,l .� /J_= 4, ! - -PI_C: - \:,r-i. �17 ': i _.-___ ) __'..,.�);c _�..I(i' i'[�:nl., _ ✓ ` -- , � c1t. , -.. R �-- - .,-.,/.-t',,.. I.I,C�"r-i�..r�_.L-l. :. i � R"�I_'�, i'i" I'I:,;AII ,- __. ,. �.. .� Ii „ - ..-. \. -__ __ ,;I ,.,'",, � f - ", `�' �' �_��--. ---__ --_._ I.' rI:P�'OPO$�D 3/4..�WATER SERVICE LINE _-. _ .__ (� •� ; {TO BE SLEEV_b IN 2" PVC CASING) - - -, � ,- ''I" (r��l ) _ _ -- " ' - PROPOSED 8" SDR-26 SAN SWR � y SLOPE i _ ,. 1 / / -.- :MA(NI rf1�G -Is"I14vJ ��j� lu"rr�nhJ Z�_,5't'Ir_Il O (".1 � % ��( � -- _, _ � !�; Gig ' i \'i� z ,i i 7 I;zl,� �v AN MN cnu z•I',rt-< N ts? I i I J �� : _ ,--,� PROPOSED S �� rr : � - :) A 1 ,�,_ / -� "' � �� (�) _�� _�; it ,;__ - ��- � ,��), i RIM=23.60' � (_) � � ' � � ---" ' <I � y _ _ .. . I - - - - _. � ; � _ - .-�, - _ h -- - FL 19.48' �) 1 �_ _ _ - _,r,� I V� ( ,, �. .� ;' '� L��I'- �� - - - � - - cry _ __ _° ,. �- �_ -1_ ,; /' � �� l'i � �- ___ -- _ I I PROPOSED 8" SDR-26 SAN SWIG � �) ' 1 {�� -% -- 163 LF ®0.33i SLOPE -_.___ -- -- - _� ,, < � - -- � '�' �' � `�-`�� v �-� PROPOSED- AN MH #4 i_� ,, ;--`1��'''� :' �c-1r I ,-, �, RIM=23.50 - ", , ;1, -: r i - I 1 'J „ ��-_ ,ll „, � n_ 1 �� - , -' �-�„s - � - i � '� � i) � I � � I ! �, ,-..11 _I i � - , , ,' _ , ,^ �.. � . � ' ni� - �i / C C ICI I UI(�. � � I t , I _J , � � , _. I � _ � � - (_-' ' � i I� (� ) � �� _ - I'`'I „ � ; • �' ._ .a ---. -''' `� IF PRO <, it ,,: �� 'V ��;.- ;; �� ,�:�.;, PosEo 45 BENo - - --- ED, A _ SU MITF�I ��• _ _ _ ;- A H , PRO N .. ,, ,�; _` M DI I \ � Tt� N CI IS REQ I�iED PRIOR I � � rQ E C ANGE IS OCCURRING \ , // ;j \\� \ 99 / 1 r ' - _ __ - __ _ , , � � ��: _ � 1 - , �� ... . _ -�. I I',111.1 / I ! U� J '__ O J � r Z�' w z � �= v W a n � Z z X F Q) t7� }�M Z ' � U °�' w� 3rno � ¢ a 1 � �- F til �r ,i . � ar.i � ., W ISSUED FOR AQ REVIEW © 01/07/09 REVISE PER CITY COMMENTS ©01/15/09 REVISE PER __ CITY COMMENTS D 01/30/09 REVISE PER ACCRHHC��H��IEET��E��CTS COMMENTS ��DDENDUM� MMDENTSR---- ... RANDALL J. USKA � •••••89374 O•''`v2-�� 1,� �! Al •E �iV , �[.z,�y q,zmnq FE��-IZ�Gb9 U PLAN o y 1.02 �06 N0: 08-339 REV: E GENERAL NOTES: - 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS �' A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. i MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP ' A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT. PERMISSION FROM THE OWNER. c. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: � B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, S PRIO TO STARTING CONSTRUCTION OF C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIE R CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL. SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN C USED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE BT INED AT HIS A ONLY BE ISSUED TO GONTRACTOR SHALL BE 0 A THESE UNDERGROUND FACILITIES. EXPENSE. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. ' SAFETY CODE, FORBIDS AlL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND i THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. f RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" s UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL ANO CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANORICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE N0. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. N0. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. 60 0 60 120 180 Feet SCALE: 1"=60 i DRAINAGE LEGEND GRATE INLET - - - STORM SEWER LINE �r---�--v- TOP OF BANK WATER SURFACE _ DRAINAGE AREA �. ri r �__ - '-_.. _ _.- _-` - - __ _ -' I _ � � - j _) '� ` ! 1 k �; , ,v� I: s� . .1 - b- ,. � s , k �__ -- i t , _: m-� ,m= ., .._�.--�_.__- p - t ,.n, L._.____._ ,,,, _ „ , .. f F I }�,.�,.1 � � ! : �� a _I _ -- - J� _ „ _ n �. !. �, _ - y -'K, ,a.� �_--- __. 1 i ___ _ J -- .n - { ,. . _ I ,�, 4I y �L , ,. __ .. �-� , _.. � „ __ ,. - _ ___,�,, - s - --- PFSIOJECT SITS _ , �---- -- �- B. �- --- - ., - -1 - -- - �- -(- � y __ � '' _ _ _. -• - -- : r) _,_-_ _ ._.__ eamoY�slyn CANADA STREET (100' R.O.W.) Rya ,I�� ___._. _. ___r.____ __..___..�,._� �P_�., -- -- t -' � _ -- _.. l.._..I. .._-,_-._-_ ________._..._ ___. -+ -' --... _._-_., __._ ____- - - _ 1 __ ----__ I--__ _1 fin-:_-:::L ._ -._ ...� -1. ____.. .-.-...---_. _ ____.. r _ . i___ _-_. �_..____ ____L , _ .._.. -_ __. _._ ._L.. _._...-- -.._.. ___._.. ._. _. .,.-.,.. .,. _. .. .-_ ;, _, � ;;�I {,�_.,.-__.-:__ N PROP�NLET#4 _ PROPOSEO'INIET--#13 1�, - - �_. M -t r ,, t , I ( r �'! .. ` 1'� t.i } ,, t ( ;, RIM=22.40 % _ l / ,• ({ 1 � 1.. �, ..)., I u,�. i•,,.�1, �2 .. , f.� � / 0 1 4�,, } (�?) Q i, "��},"}, _ f( \ .�. RIM-22.40' -� ___ _ tti `} { � \) ! {`.z� i n� � ,� ) 1 ( ,, I ) (' � FL 19.00 (++�� ,o rl rn, FL-18.92' � `^'� � S 1 ( ) ,. � -- � �- ,. .'a ,rl-cnN ',��nrl ,, I , I b,..,:, I �...,. r[ recida __ - + DRAINAG@"I'AREA #1' rrc:n . , ' I i PROPOSED INLET #2 I �.. ,. ,' 0 0 C � PROP` 1NL'ET' #1 ...__ ,, �' +.. r � �',s o' u,,l` "--- - - ' r. ! � _ PROPOSED 10 , HDPE "\ � AREA 8 2 A RIM=22.75 ,' `+ PROPOSED 12" HDPE / '�.. \ <. `� ' ,� y / � � ' I, ( RIM 23.65 SYM181�t �-1 .!, . ,' __ _- � ,_, STM S(tVR P-4 - \'', \, '., , ! � FL=18.82 t ,� , ,=r. _,, ,,., t FL=19:35' yy i\ � at t ,7 I 'DRAINAGE%AREA �13 '\ ::_� .� '' ` I 160 LF ®W �3� SLGSPE �) ;;;� t-'�,/ (i t-L? (E'.L_) , t,�+ 1. I 133 LF` ®0:26% SLOPE (i^��A EA b.8J0 C \ IIIIIU'ir �\` ' „ ., .- � ,.., :.;. ,!. u" ricnw rrl.-:nrt r_?-I`,,.r�rr., ;'/ � "' `, ... � �.. - :�.. � � PROPOSED��10" HDPE ,.,IIIII �/'.;�� PROPOSED 12 HDPE � _ I,, �„> __, / ...-, DRAIN AREA 4 � zr>--rl �,nol •� ut I c., nn �'',\ n /',.� `,.\ STM SWR P-2 '! /� / # STM SWR P-'13.__ DRAIN�IG ---__ FL=19.25' j __ ,, __ I_._...__-="; / _ ARE219 AC � ".- - i \ 130 LF ®0:34% SLOPE I ; 104 LF ®0.38% SLOPE ,- •I=<; I--'- / " _ ��... - \ �,+- rt. R0.4654YC \ PROPOSED INLET #15 --: // . � � / �� t i ,; / PROPOSED 12 RCP l � z i�:: I ' ',�� \\ . \ �.,� ? l.� � e u I ::Y�I�>?: RIM=22.65' „ EA r +' �!. ... _.. _ . __... .. .-,......._. : STM SWR P-5 .?.. � I;ri �� _:gin=i)r:nn,� - _ _ \ sn rcc�aw I / is *,+i.nN I � PROPOSED 1NL• T 5 �' i � ,.,� (,,. \ ,a ru.nN �j �;, FL-18.13' _ .: _ �_�_ � 75 LF ®0.40% SLOPE � . ' E � �� v � y� �.�, I_:nN \ s �I � PROPOSED INLET #3 � -� ;', `' �� / / I 'RIM=23.65 � � � � - - - - - - - - - '� i, i�/ RIM-23.65 ',,, _._,;;. / ,-. > � ,'1 FL118;65 ��,- °..� �: e�;\ t ,', „, ' Is q � n� ,ptt.� n qn re p„ ,, PROPOSED,-INL 14 - FL-18 42 ,� � , _ ,,, •. _ to c Ic t�- !o la „ `' RIM="22 40' ' ,, �� - � PROE'JOSED 1$" HDPE ..� DRAINAGE AREA #2 ''i DRAIN, AREA 5 ( I �- Ir PROPOSED 18" HDPE �' `�': AREA:0.405 AC , ,i '•` '�• ,��, I STF�' SWR P=15 - ... ,,, `.\ AREA:0.240 AC \ ,. J I- L :( - s -I 'r STM SWR_P-3 ., �'�_, ;? / i � 'r , �, � �� PROPOSED 15" HDPE - 146 LF ®0.�6% SLOPE 305 LF CAA 0.]8% SLOPE ,..- <:,. , ,,,,II:,:z � m , ,,::��:, � In �-pn,rs � n � hlp",ti � to ..,; �,, i - f,,,. .:::°„'.: °`" a •;�, ;DRAINAGE AREA j�14 mi � !. f � .. _ .,�+. �,� �.... _ 1 I.. � ,._ :, . ,. , ,: .. ,� � :;" -- ------ '� - ` _sTM swR'P.,-r4 �: , ,,, / - , . ,:;, . � ;; ..,.:, .-. -' :, - a _. __ REA.1.202 AC I �1775 LF (91 O.�p% SLOPE �:, t�-+,. ;. ,.,� ., N B Idn!niCyclns � ; �n ��; n 10' rn., tT 10' S ' ,n e., a 0�; ., ,>n os (a 10' �� -�- _, :�i� , t�"0�� P � _ .., , -,. + ,� :. A I ! , rri I ' f 1 { I TOP OF BANK _ / V I I � � I � I I I � ( ) _.� i<> PROPOSED INLET 11 � � i'r n�� r' rrcnr, � � I - - i /�� ' DRAINAGE AREA #3 �3 DRAINAGE AREA #6 �( ®I _. RIM=23i65' # a„ I � __ _.____ 'e: e> AREA:0.801 AC = AREA:0.455 AC �, _-� , , -. / ,, (� 1 = I .„ , .; °� � I , _ / ,�� PROPOSED INLET �/6 � `.,...-! �:� PROPOSED 8�' HDPE ,.�.^;PROPOSED INLET 16 I � •' I / RIM=23.65 _ 08�'y �=' �� ., _: ,. '.'� ;'>. _ r, �STM�-Si'JR Pr�11 � RIM=22.40' d`s' I s �.�',i „•: � -'I ' I --= PROPOSED 15" HDPE ` '=> � ____._. �,((II - _ _ , ;., a STM SWR P-6 , . � :.. � � ,.. ;: > 117� LF ®. 0.45% SLOPE - : < FL=19.00' �" �., - ( ,;: � _�'It<I.i'. � I ..i �._' i.':::� `_ I u, ' � �r. I Q ca � I.._.. =x^ 99djj / (\� I `'' �� .._ 'r � ,. I -'„' ILL.] 6f I, `;` lQ / �/ r� UR II`IHVG RRLA jf � ': , •.� 4 VRl�IIVHIaC NRCH f -1. 1: l .t, J � " - _. I �RbPOSED si "�' .;� I _ ,.- ----�- '' � � I_ � ; � �_�_.�� •� �_ , ' "� 5'\ /. :� ,., i <t REA:0.63 _ ,. _ .'� AREAE0:247 AC ` � ? ,,...: 1 ° � ';.' � �`�� -,�-- I ,_ _ �, '�TM 10 SWR P-'� HDPE � - ,�., . _ �I h .� __ .. _. ;:, _ � _., . _, ;;,,; _ I I� ,. � :_, ,,, '�''" �; _/ - ., �� ,, , . �� .,; I PROPOSED_iNLET #7 /.I ,, ;�� :� �;�. �.: �--- � •�, `.. A DRAINAGE ARE%t 16 PROPOSED INLET. 9 ,: _ � .h,- 1 # ( ) `. �'„- � AREA:0.920 AC ;._) I ,,, m ,.:.,, 1;�5 . LF ®0.31�" (.` SLOPE ..1 - _ e '�,I\ ( - - ,RIM=23.65' o�' / •, � I; _RIM=23.65 ! J . ��+., \ I T 'f _L_ v � L. n I �.- - ,i - � _ _ , t I FL=1,9:95 � i�` r t' � - 1 � ' • u - , FL-17 I i __.. .. ,, ,. ., I I ,, ,_ ., ,�a�"n,,,�� w<:"a ,,, 1 \ PRO ED 18 HDPE \I/ I I "- - :: a. ; ,r_ <, ...t.l ,,. �, / ..,\ - xSTM swR P 12 s _ ( � - I� �, I ;;,' Ia / Q ,--- -v,- "' `` ; I 'DRAINAGE AREA' #+10 1_i � _ i .. _�\. , �: 267 LF ®0.22% SLOPE \ � _>a_ _! --;'.'� +\ ' ' "` PROPOSED 12 HDPE ,,, 1 / \ \i�- m �, ,� .; �.,� .- r.. DRAINAGE_: 7 ., � � - .I �: - r . -I"�:. � - , , `: �-, x� _ ' �� _ , , . � ,� �:, = STM,,,SWR P-9 \ 1 (_ 1 '�: i 1 � I'` f �� I r ! I I I �I 1' `� I I I i i 1 : ' 11_ + 1 I_ I + I ` �iI t� _ / - 1 - ,' ; ;1 � `t ! ;;r- I� �:, AREA:O C / , `' 60 ,LF�'`t�D 0.30%,,SLOPE - � - � t.� ,� _.__ ,,, : E, I � I I ; ; I - <; / �:' >y r 1, n .pc �e tn' � ,pa :es r,e t� l e �pa � n lo' � "� ci rQ s ; n In' ,p,: . c> u>' , lei lo' s .pr,:,, to l0 1A :I, - -- I ( - 'I:` I '+ , � ;� _______ ______________ DRAINAGE AREAL 12 DRAINAGE AREA 17 � l: _ , -_- G pH _ _ _ _ _ - / AREA:0.459 AC AREA:0.501 AC i { I , , „ �� . - .� J TOP OF BANK �I)<; ; == ,,, ;, _ `7 :; _ - - i _ _.. _ _ _- - _ - - � :..1 - / m, PROPOED INLET 10 a !'� _ <: + .: <a :; cs EL=22.00 - "i ., _- # t sp":"s > rn s Ipo:ns cr to a ,P":�s _ :� n p":"z � s cp":o: <a ut :, ;pu:"z a ��,.,.. . lo' ,�po:c lo' n ipu �, co o' 7s!.. -- �- , i I I � I I �, «,.. _ j � �." � RIM=23.65 .'_. �� , .,, -_ i r � I c� - I �'- , - ., I` - �� ;�� ,., I ,, - I �� ., �•,./ � , . ,, C , '; I +:, '; :: i.1 t J,:I, + t 1 I : ,, , I .. ,... , : 1 I , I , ! }, : , , r't,; , „_U,.I;, - ... ;. L , , .1• _ f :; , _ ,_I_I_ i 1.1 „� _._(<; i , :,,,,[i. t., ;�_ u f � ,! I ;! r,.• ", ORAitli GE AREA #8¢. / �� !,� nn I (' I'e/n FL-19.77 _ _ :;': ! �r,i.;, .,::' �� .'; ,,. , �, ii:, ,?`11 nil -. - ; I, cn .I PROP INLET #8 I ,.,, AR .0.805 AC t. / �., _,, , :,I "/ i I, , t: �., l J � ; I � , C..L:i : _ -,. -.. ,�jff f.. F '•' t li. :'; ,.� rtr' reCnu _.. .. _. ; i.., f 1'� �:.-;, � } � - 1 ...._ t e nu ��) .. l ?! to I i<.IN _. ,-_ _{.. __ PROPO .,:; I RIM=23.65 (: `_; I / % is ,:,' > } ,;. "_ ,� ,, t-1 �)1, �a I r, ii .. ft ,,. _ I ,_ 1 7 A � \� al i _ .:� � __ �; ___- I , ., Y � r �.- � ,.,tit ,. ._,..-. .., - ..-_.:-, i ..-_::- .-\�,..._. , .., ,; .. In II..4N ____ _ , .'a .. .. .. .. ..... :... Li R4f.AN {q ,: I I I ,.. ., � :-. �. .;, ..... .,, i . . F, irx . � ._ � `.. � � � �is �,. � : Ir, I-�.'.no, _. _, .:..�. :.,. _._... .: ,. _-" .?��j.- Ici' r=Iz:nl�l .---_. i. \. Vi \ ---- �C1 ;' FL=17.$7 (E) I ;, ,'..•, / �� _- �.. _.__ ,d"-ricer, {°�`' _-, rr _� .._------�_-I_: _ _ _ I.' rce/ta PROPOSED INLET ��17 - --- t _- I - } � RIM 2(.65' PROPOSED 30" HDPE I', I / �,. PROPOSED 18 HDP'E? } Itl Fi,r�� J re �i�r�_, I PROPOSED �15" HDPE- �� - � FL=1 .90' E,S) -+ STM SWR P-8 , ..I ;= _. / _ �;:' I � I+,,�' �. ___ STM SWR P-7 __ __:_ _- - ' STM SWR P-10 1:� ,. I'� E' __ _ - (_ ) - . , ` 244 LF ®0. 6% SLOPE _ I � ( n __ FL-18.55' NNE �� G� { 1 FL=18J5 � ` 108 LF ®0.08% SLOPE I__ i � ��.. �/ ,,�?• su_. .,s,l�'1 267 LF ®0.24% SLOPE - ��!�'� -,', , \ � _- - - _..-._ _ ��8� � I I _ __ _ .. )' :. „ . +,71 , (�+ ; ..:.: _, . _----.. _-_ - -:_ _= az_rl tr �__ �;'> I I - PROPOSED IN�E'r 12 - --- .'si i ', .� :n�inulr n!.nc;.. :, .::�-......... _ �.f_5::2;,/ , ', ,, t I -� �� i � __��c'i� (p,� - RIM=22.65' i .. �, , � / � -t a�nrl � li ,, - i` 3axQC1 .� � - I�.- ��'�. I I r,n,; � � �rrc�, c`i �1�� ') FL=19.13' (N,S) � I _ a- 1 _::::; _� n � _ I _p �" �� ( �� -- - -' -(i.. veenN ?_ ,� C>') Q0'� �� L=19.45 ( ) � .i , NE --- �� PROPOSED bUifFALL � I ��- � � i �� II ' - - �.__ G� � �'�,_ �_ _ _ -= _�_. �, BOTTO �.._-_ , �. FL=18.75' ,, M I i _ __ ) I ' __ __ - - ' _. - ._ _, � \ 3 WATER SURFACE - r `'� lip) �� ' ! I � - --� _ -__ __.� ,: 4 - �, I f I � - - --I �� -� � 'I ° � �' DRAINAGE A EA /�18 I�� = F i I _ I ("I -' AREA:21.998 AC ;;I _ -� �' � ' -, � l� 1 � �. WATER SL 1 BOTTOM BOTTOM �/�, � ",' _- BOTTOM j // \. EL=13.75' EL=13.75' I �� EL=13.75' `\,\� EL=18.75' FL=18.75' ' I it TOP OF BANK \ \ � WATER SURFACE %I � j � EL=18.75' � � � ' r ;L .. ' '1 I 75' � i %, OF BANk :L=22.00 7L f i iC VICINITY MAP N.T.S. r „ I 1 � � _ tii' �,7-� _ ,� PROPOSED STM MH -'1 RIM=23.00' i ,7 PROPOSED 30" RCP '� STM SWR � ji 4 LF ®0.14% SLOPE ,.,; I. FL=18.00 .� `� t; �i�) t , r rgn,�l WATER SURFACE a�l_ {6) I h TOP OF BANK I% EL=22.o0' Itn I, I _ "} I_�� ,� BOTTOM I EL=13.00' �> I Cj dPOSED 30",HDPE ! M SWR P=17 :; 9_LF C�➢ 0.08% SLOPE _� g ' T- - - - � - __� I:i C� ,- / ,; -" I - -- -. .. _., _--- �� \ -- - - t =- i _ _ I. -- - )UTFALL (, T 1_-7_:70 _-�- --- --- - _------- i I � A '� A �Q�, �`, ! ' '; �� _ _-... .___-_---TOP-OF((:BANK __ .. .._.__..__; I' E1-22.0� - �'�, �+ ,_, BOTTOM ,% � � !� ,-. EL=13;7/� � � WATER SURFACE - - �� ' � � -- - -- __- �;, IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR T.O THE CHANGE IS OCCURRING BOTTOM EL=13.00' } PROPOSED 30" RCP STM SWR B 30 LF ®0.14% SLOPE �• � � �+� � �a - � - _ , _ ,) J �. - :. .:.... F ..:� -..� ., :.. ... _... _ __ _ i , �..,,,, __..,�, B FL=18.70' �) 1 E� �l .I . 1 � �� 7_ ), 4 � m O �r M m o N w � 3 Y Y �o aco a°�° w� U � x a � cn � o N �� -: 0 a V� J � O J� r �y W L 2 ~ T __ � � = V1 `� W y n � Z z X F 01 (� g W F- M z� �U°' W 3 N o O X � � li W s� W � r ., m F i ., � f-er � ISSUED FOR AD REVIEW Q 01/07/09 REVISE PER CITY COMMENTS Q01/15/09 REVISE PER _ CITY COMMENTS Ot/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL •J••LISKA 89374 _ l� DWG 1�P DWG: t 't � ��, s •- �• � _ IIII e ao • PIPRT j PIPE # AREA SERVED TIME OF CONC 3-YR RAINFALL 3-YR DEVELOPED PIPE SIZE PIPE TYPE PIPE SLOPE LENGTH VELOCITY CAPACITY PER I O r m (ACRES) ( MIN) INTE. .. . . . (IN/HR) Rl1NOFF RATE (CFS) (IN) (PERCENT) (FD (FPS) PIPE (CFS) \ m N N Z w m J 1 0. 405 18. 53 4. 31 1 . 57 10 HDPE 0. 33 104. 0 2. 99 1 . 63 ¢ O v h • J = -) 2 1 . 206 20. 34 4. 15 4. 50 18 RCP 0. 26 305. 0 3. 03 5. 35 w r w Z 0 U 3 2023 21 . 32 4. 06 3. 28 15 HDPE 0. 20 133.0 3. 06 3. 75 4 2. 263 21 . 55 4. 04 4. 11 18 RCP 0. 26 75.0 3. 03 5, 35 5 2.718 21 . 93 4. 01 5. 77 18 RCP 0. 32 223. 0 3. 36 5, 94 6 3. 356 22. 38 3. 97 8. 00 24 RCP 0. 18 224,0 3. 06 9. 60 7 5. 367 2a44 3. 89 14. 81 30 RCP 0. 14 108. 0 3. 13 15. 36 8 0.634 19. 23 4. 25 2. 42 12 HDPE 0. 30 60. 0 3. 22 2. 53 2-8. 0 - - 28. 0 9 1 . 131 20. 22 4. 16 4. 23 18 RCP 0. 26 267 . 0 3. 03 5. 35 10 0. 248 17. 82 4. 38 0. 98 8 HDPE 0. 45 117, 0 3. 01 1 . 05 11 1 . 838 21 . 13 4. 08 6. 74 24 RCP 0. 18 267 . 0 3. 06 9. 60 12 3, 012 22. 14 3. 99 4. 81 18 RCP 0. 26 175. 0 3. 03 5. 35 ELEV, 22.65' ELEV 22. 00 0) 13 3. 371 22. 39 3. 97 6. 02 24 RCP 0. 18 146. 0 3. 06 9. 60 24. 0 _ . - ____ _ . _ -_ 24. 0 - 14 3. 62:3 22. 54 3. 9Ci 7. 17 24 RCP 0. 18 146. 0 3. 06 9. 60 15 5. 817 23. 64 3. 87 14. 64 30 RCP 0. 14 239. 0 3. 13 15. 36 >. �.. W 5-YEAR DEVELOPED DRAINAGE AREA CHART 20. 0 — ._ .... - -- -- ----- 20. 0 W , ® W AREA # AREA SERVED 3-YEAR UNDEVELOPED (ACRES) RUNOFF RATE (CFS) }}�� — 16 . 0 u 1 0. 405 1 . 57 16 . 0 -_ _ -- -------.. ----- ---- \ WATER LEVEL 2 0. 801 3. 04 3 2 . 02:3 3. 28 ` 18.00' 4 0. 240 0. 95 Cl) 1/5 0. a55 1 . 76 6 0. 638 244 .. t 7 0. 805 3. 05 12 . 012 . 0 8 0, 634 2. 42 9 0. 497 _ 1 . 92 O11OM ELEV: 13.00' 10 0, 248 0. 98 r 1 11 0. 459 1 . 77 12 :3. 012 _ 4. 81 13 0. 359 1 . 40 8. 0 _....- . --- - _ ------------ ----- -- - ------- ------------------------- ----_ _..-- 8. 0 • 14 0. 252 0. 99 _ 15 0. 356 1 . 39 2 + 00 0+ 00 2+ 00 dot 16 22. 000 43. 75 CROSS SECTION A — A .t a f r� • ' w DETENTION SUMMARY: 1 ) TOTAL AREA (acres): 33.64 Ha 2) TIME OF CONCENTRATION (min ): 40. 51 3) RAINFALL INTENSITY (in /hr): 2.93 (3 YEAR) U 5.88 (100 YEAR) 4) RUNOFF ESTIMATION METHOD: RA11ONAL METHOD w 5) CRITICAL STORM DURATION (hr): 24 a 6 ) RUNOFF COEFFICIENT: EXISTING 'C' = 0. 30 28 . 0 — 28 . 0 } IMPROVED 'Cl = 0.52 — lF 7) 3— YEAR DEVELOPED RUNOFF RATE (cfs): 51 . 25 10O—YEAR DEVELOPED RUNOFF RATE (cfs): 102. 85 8) STORAGE VOLUME ESTIMATION METHOD : TRIANGULAR METHOD -) o 9) STORAGE VOLUME REQUIRED (Cu if): 594, 212.7 (13.64 ac ft) .______ J r 10) STORAGE VOLUME PROVIDED IN PARKING LOT (NORTH ) 24. 0 -..--.. _ --- -- ELEV:-- 22.OO'- .- ..- - ------- -------------- ------ -- - - - - -- --._. .._. . - 24, 0 r SURFACE AREA (sq— ft): 91 , 507. 4 ELEV: 22.00' Z z o AVERAGE DEPTH (ft): 0. 25 x 3 U=1 n VOLUME (Cu ft): 22,882. 9 (0. 53 cc ft) 11 ) STORAGE VOLUME PROVIDED IN PARKING LOT (SOUTH) Z = x a? SURFACE AREA (sq—ft): 60,920. 7 w y AVERAGE DEPTH (ft): 0. 75 20 . 0 — - -------• . _ __ . _ — 20. 0 Z U rn VOLUME (Cu It): 45, 695.5 (1 . 05 ac—ft) Lu a 3 m 12) STORAGE VOLUME PROVIDED IN POND (NORTH) O ¢ TOP SURFACE AREA (sq—ft): 55, 645. 3 I X BOTTOM SURFACE AREA (sq— ft): 27, 062. 9 PROP 3 RCP STM SWR uJ w w AVERAGE SURFACE AREA (sq—ft): 41 , 354. 1 FL= 18. 75' a, DEPTH (ft): 3. 25 16 . 0 -- _ . . -- . _ — — — 16 . 0 VOLUME (Cu It): 134, 400.8 ( 3.09 ac ft) °D 13) STORAGE VOLUME PROVIDED IN POND (SOUTH ) - 2 + 00 0+ 00 2 + 00 TOP SURFACE AREA (sq— ft): 116 , 453. 7 BOTTOM SURFACE AREA (sq— ft): 80, 403. 3 AVERAGE SURFACE AREA (sq— ft): 98, 428. 5 DEPTH (ft): 4. 00 CROSS SECTION B VOLUME (Cu It): 393, 714. 0 (9.04 cm ft) ISSUED FOR 14) TOTAL DETENTION VOLUME PROVIDED (cu— ft): 596,693. 2 (13.70 ac—ft) 15) DISCHARGE PIPE (in): 30" RCP RESTRICTOR (4 LE (�DO. 14% SLOPE) _- REVIEW 16) MAXIMUM DISCHARGE RATE (cfs): 44.57 01 /07/09 REVISE PER 17) DESIGN 100 YEAR WSEL (ft) 23. 5 (PARKING LOT NORTH) CITY_COMMENTS 23. 0 (PARKING LOT SOUTH) Q 01 /15/09 REVISE PER 22.0 (DETNTION POND) CITY COMMENTS 18) ESTIMATED EXCAVA11ON (cu—yd): 36 ,632. 3 0 01 /30/09 REVISE PER — ARCHITECTS COMMENTS 28 . 0 - --- - -- - - - - -------------- --- ------------------------ ----.---. I --- 28. 0 I ELEV: 22.65' ELEV: 22.00 — 24 . 0 --.-._. . . . ---- - --- _ ..__-.--- — -- -- — — — — -----IF ------- 24 , 0 ill �. . .i. ....... . . . .. .. .. .:ill 20. 0 .._-_---- - _.-_._ - -_--_ -_ _ -____ -- ----- -----------_ ------ -____ ----- - -- - 20. 0 j RANDALL J. LISKA --- -------- - - --------------- j % 0 F �ss37a0.• - 1 CENS WATER EVEL 1� sS) • .A l 18. 75' n ( 16 . 0 _ -. c : py 19 2009 DWG NA 12 . 0 -- ---- - -- 1 .. - -_ __________________________________ ____ _ _______ __________ - PROVED -LANS--- 12 . 0 2 + 00 O+ 0o ARE MODIFIED, A NEW SUBMITTAL 2 + 0o CALCULATIONS TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING DwG: CROSS SECTION C- C C ■ 03a. JOB NO: OS - 339 REV: D GENERAL NOTES: 1. REFERENCE LINES AND GRADES 3. EXISTING CONDITIONS: A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. MAINTAIN THE REFERENCE POINTS ANO REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR 8. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS THESE UNDERGROUND FACILITIES. EXPENSE. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT-OF-WAYS. SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS ANO THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD NIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE N0. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. 23.81' 5. PROJECT T.B.M. N0. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. CUT/FILL AMOUNT AREA CUT FILL NET 130796 CY 132537 CY 1740 CY 33 ACRES 60 0 60 120 160 Feet SCALE: 1"=60 I �� PAVING LEGEND FF FINISHED FLOOR FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB �' TG TOP OF GRATE ', G GUTTER :�q - PAVEMENT SLOPE 10.00' GRADE BREAK TP: TC: PROP 80 FL 6" CURB TP:22.00' ----- TC:22.50' _._.., -_ . _ __ _ _ ____ _ _.-----------._-___ _ _ _ ___- __ _.__----___-- .._ P-ROP--80-FL-6"-CURB- -PROP-5 __-- , _ �r _ _.. '1.:� ran_ ..._. ._.__... _-- ---. ' MAT.QH __ -__.- �:.!..77 t_...,, MATCH ? I r._�' 7 /. (' - -•- .., r -•-_� _-_.___..__..�.--- MATCH v ..a' MATCH--- ---._ --_-.. __.-__._... _ , ..., _ _ .. _ _. CANADA STRCET (100' R.O. ATCH --�� -. .,._ . Ra nvc Sig 4 nc c � MATC _._� _ _ _. j. _ ,,, .. , . -, _.... L' r;rr _._ .._ PROP 65...FL 6" CURB __..._ - -- --------..._..- - ------ -- r r-_- --- ...._- ___- ; _ � _ _. - PROP-65 FL 6 CURB ,:� Ir - - __ -- - - - - - - - - - - - _ - ___ - TP• 24.00' -- � PROP 60 FL 6" CURB - I�� rJ , �., , , , _-., - i,. � �Iq� _... .: _ TP:,24.0 --. - -_- . TG: 24.�b- . _ �. , s ri"cri,, � z' r r r r r" :;,� r r r.r . � I , �' -- _ � � TP: 23.0 ', J ;'1 (r�} l � ( ti ,) I � ,, , tTC�:?��1,5 . t) _ __ , . ((..)) _ _ TG: 22 40 t ', �� I � l.,_, � -.c. to hl, . ,.. � rtr r'e,:ra�l l +.) t` �' (E� 7") ,' � ;, I� '��r _, _ . ; , .. Tt'? 1, 0(5 �, c. � ( -) ) \, .?-.. TG:22.40' (� � � _,c;`'r,r_,u,l FG:23.2� _ r >,, (, `'� ,_ . TP 2>3 95' ; . W 1 -r [c �nnl �`GC'��n85• ; r rl :nW,l i c,aa � ':':nrc l ,- r I r r TP 23.95 TG: 22 75 : � FG: 22.90' _ - _.._ _ _ I _ ____ _ . - _- �' µ7 � - -_ A I // , I J � '� 11 � � ) t�) � V � 2 � `.t 1)�' \ I � i >) � � �� r�! � \ TP:23.15' �` I IQlll ��s�, I ao ro rnW . I>I cno-1 'rP` t I r rvr ♦ A TC: 23.65' III , '�. \ � _ / I .11-I^(CAW �� PCCAN FG 24.¢5 f ;'"G.24:45' / -.. I FG:23.25' \ _ s I. Fs:-�4.45 � � �� __ I ,,. _ _. I _� - _: J I._ `.-- ' � I TP• 24:15' � � r - / / FG: 24 65 +') i � , TP L:3.95' \ \ \ { ' � \ � r � A _ G: I' . 5 TG 2365,r r�c;n / i,t. rtcnW I �� r :a:-i�r,rn .o'`r"ecnW "; � � F 24 65` � -I r�n�l __- G• 24.6� _._- / / __ TG: 23.65' I �� TP: 2'4.�5 •�� , FG:23.15' � %�� 24.1 s q,a es m lo' a {pa.n m I(� � r �L<r.°; m lo' ;`G:'24.55' � 'i � FG 2485 r FG: 24.15' 1 � �� / / � � I -- � �" ` ,� / 40'- `;. (TP: 23.65' TG: 22. FG 22 85' TG• �l3 65' TP: 24.15' , q- T�:-�`4.`00' -- i . I I ,_ � r / 7 i -TP:24:D5 - -,,,.,,, m In' m Io s : r r,ti m o `° �j " ' , ' / � \ `C Il G �pc, r:s an 1 I MATCH �__ TP'23 OQ' � _ _,_ - TC. 23.50' - - C� r) � ��I , �o � rc� ` z, rl cnw-- - \ r ,. r __ TG: 22.fi5i 3 -- FG 22 55' ' FG 24.55' I t;_ a umorcraos s ;p�.� m ur ,p�°°y m to po , m o' s ,po.F n lo' -, � �'�°� _, ` -? s , S ,s "' `. ) ,, I FG: ¢ 15' .._.:- ,- i { ,,, /, ,; :°' TG: 23.65' --_._ � Gi 23.25' I FG:24.45' TP:24.15' TP:24.00' � ® _ FG:23.25' ti, „j �, { __�_ � � m Io' � m In' m n' • 2 \ __ 415' j � spa :ov 5 .pn :es , : pnr ax 3 par as m I / �.�' � t - _ � � ��;� � :' ,,. 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I _ 1 I , .r TG 22.65' " I q1:� '- __ , -- - _- r -- -- _ --.. _ ,�_..__Lr1_� -_- - �' i FG: 23 65 -\ - � I�- 1�-- Z a. I �r1 � �I 'I i FG:21.80' ?'�.,{ I / � � � FG: 21.85' �� __ / �� =U�� _ _____ IF THE APPROVED PLANS AIRE MODIFIED, A NEW SUBMITTAL �0 THE CITY IS REQUIRED PRIOR 0 THE CHANCE IS OCCURRING �,., ,� � m O � m o M N w � � Y Y w 0 a ISSUED FOR AQ REVIEW © 01/07/09 REVISE PER _ _ _ CITY_COMMENTS Q 01/15/09 REVISE PER ___ CITY COMMENTS Ot/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL J. LISKA . 89374 .. ��ppJ� �lw '�� y �. z�� U� � Ut'U � p��1 y 2909 GRADING a „d , •• �• I 1 ;® " GENERAL NOTES:. 1. TOPOGRAPHICAL SURVEY PROVIDED BY GEOSERV LLC., 200 HOUSTON AVE., LEAGUE ' CITY, TX 77573. PHONE: (281) 554-7739. 2. THIS TRACT LIES IN ZONE "VE", BASE FLOOD ELEVATION 19 FEET, AND DOES LIE WITHIN THE 100-YEAR FLOOD PLAIN AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY PANEL NUMBER 485469-0019-E, PUBLISHED REVISION DATED DECEMBER 6, 2002. 3. USACE JURISDICTIONAL BOUNDARY DATA PROVIDED BY SWCA ENVIRONMENTAL CONSULTANTS. 4. NO WORK INCLUDING CLEARING, GRUBBING AND FILL TO BE PERFORMED IN JURISDICTIONAL AREAS WITHOUT USACE PERMIT. 5. BOUNDARY OF TRACT AND ALL WETLANDS TO BE STAKED BY GEOSERV, LLC. PRIOR TO BEGINNING ANY CONSTRUCTION. 6. REINFORCED FABRIC SILT FENCE BARRIER TO BE INSTALLED AT AN APPROXIMATE 2' OFFSET OF WETLAND STAKING. 7. ORANGE MESH CONSTRUCTION FENCE BARRIER TO BE INSTALLED OUTSIDE OF REINFORCED FABRIC SILT FENCE ON ALL WETLAND BOUNDARIES. 8. ALL STAKING, SILT FENCE AND MESH FENCE TO REMAIN INSTALLED IN GOOD CONDITION AND MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES UNTIL SITE STABILIZES. 9. ALL BURN PERMITS MUST BE ACQUIRED THROUGH THE CITY OF GALVESTON FIRE MARSHALL OFFICE PRIOR TO TRENCH BURN. CONTACT CITY OF GALVESTON FIRE MARSHALL AT (409) 797-3870 PRIOR TO THE START OF CONTROLLED TRENCH BURN. 10. ALL ENCUMBRANCES AFFECTING THE SUBJECT PROPERTY MAY NOT BE SHOWN. 11. ONLY ABOVE -GROUND INDICATIONS OF UTILITIES ARE SHOWN. 12. THE APPROXIMATE LOCATIONS OF EXISTING UTILITIES AND PIPELINES ARE SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO FIELD LOCATE ALL UTILITIES AND PIPELINES IN THE CONSTRUCTION AREA PRIOR TO BEGINNING WORK AND NOTIFY THE CITY OF GALVESTON UTILITIES DEPARTMENT. UTILITIES AND PIPELINE LOCATOR SERVICES INCLUDE: LONE STAR NOTIFICATION CENTER (800)669-8344 TEXAS EXCAVATION SAFETY SYSTEM (800)334-8377 TEXAS ONE CALL SYSTEM (800) 245-4545 SITEWORK NOTES: 1. AREAS TO BE FILLED SHALL BE STRIPPED FREE AND CLEAR OF ALL VEGETATION AND DEBRIS. 2. STRIPPED AREAS AND TOPSOIL SHALL BE STOCKPILED IN DESIGNATED AREAS BY CLIENT STRIPPING SHALL BE SPREAD OVER FINISHED EXCAVATION UPON DIRECTION OF ENGINEER. 3. ALL STRIPPED AREAS SHALL BE GRADED TO DRAIN TO EXISTING DRAINAGE FACILITIES. 4. FILL MATERIAL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A 95% STANDARD PROCTOR. COORDINATE WITH TESTING LABORATORY FOR DENSITY TESTS. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARIOW STREET. 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.1 S' 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. FLOOD STATEMENT: THIS TRACT LIES IN ZONE SHADED "X" AND DOES NOT LIE WITHIN THE 100-YEAR FLOOD PL IN S I� A A P _R THE NATIONAL FLOOD INSURANCE PROGRAM FIRM PANEL N0. 48201C 0490E DATED DUNE 18, 2007. NOTE; TREES INDICATED ON CLAN ARE TREES THAT ARE TO REMAIN ON SITE AFTER THE SITE HAS BEEN CLEARED AND GRUBBED. THE OWNER WILL MARK ALL TREES TO REMAIN ON SITE PRIOR TO THE START OF CLEARING AND GRUBBING. 80 0 80 160 240 Feet SCALE 1"=80' L�� _�,_ � _ _ - � r - �1� Lam_ l � _, .� ,L•Z L ,L� 'u . �-1 �I_ �� .: � bo - ------ - - -- ' S-.___._._ _.__.._._.,. ... --�._ . rnn,nnn CTIJCCT /inn' pnmil -- i I � - - --"-- ,� ��; r j . _. � ,,. _ �. _ - � ,�,I _ ---- ___. , r _.. 1._..__ ._._ _ - r L, 11 _ ,., .�..,� 111..,,. _ I i =1� �� _ C E, 1 1 tf l �P �� it L t I ��v�- _ � i � n �: � � - ' / � _. t � + , ' - 4 , ----: ,, __ _ 7 r� { /1., --' - - -- - _s� �l Fes._:^ ___. r, - � „� �� l � x.� .. � ; . _ -..: � - -: - l g '� - _ _ __ PRCilJECI ^uITF � I-- -- v _- , -- - �. �� -ti, r VICINITY MAP N.T.S. LEGEN® CLEARING &GRUBBING AREA ® STOCKPILE AREA ail PROTECTED TREES IF THE APPROVED PLANS i ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING o � m m M � N w � z� Y Y �o aoo am W� o � � a N v� w O a U� J '_' O .J � N t, r N W ZZ ~ 0) 2 ((� �% W a n W Z z X F Omi a W y: U) �g } F � Wu 3cUi10 D a v ti W 3� W ~ a r <§ 01 r � w �`�� ISSUED FOR Q REVIEW © 01/07/09 REVISE PER _ _ _CITY_COM_MENTS Q 01/15/09 REVISE PER __ _ _CITY_COMMENTS D 01/30/09 REVISE PER ARCHITECTS COMMENTS .�P�E.OF TF.j�I �: •.6 RANDALI J. USKA . 89374 � _ r,rE�� n � � �� VI a �I � _.� Jos No: 08-339 � REV: D GENERAL NOTES• . 1. REFERENCE IiNES AND GRADES 3. EXISTING CONDITIONS: A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR DISTURB THE DRAINAGE. MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS OR DAMAGED. DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. 2. EXISTING UTILITIES SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP A. VERIFY LOCAl10N AND ELEVAl10N OF EXISTING FACILITIES PRIOR WITHOUT PERMISSION FROM THE OWNER. TO CONSTRUCTION OF PROPOSED FACILITIES. 4. PERMITS: B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE AND STATE AGENCIES PRIOR TO STARLING CONSTRUCTION OF CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT—OF—WAYS. ABSENCE OF A PIPELINE REPRESENTAl1VE. THE CONTRACTOR 8. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS 111ESE UNDERGROUND FACILITIES. EXPENSE. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE 5. SAFETY: NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND RIGHT—OF—WAYS. SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR 8. CONTRACTOR SHALL COMPLY WITH OSHA REGULAl10NS AND THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY AND SHORING. RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS 6. ALL EXISTING MANHOLE RIMS SHALL BE ADJUSTED TO 3" UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL ABOVE FINISHED GRADE. LIABILITY. 7. ALL EXISTING GATE VALVE BOXES SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE. -� �,� _._ _ ...- ,�, -- _ ._ ... _ I I _. �,. _ _. _- - - .. - RFB _ �— RFB -.: � — __ RFB � _ --- . (J RFB � � ' � .mot.... V�I _// �. - .- to r[cnlai i !I � Ip �11 y 1, Y��1'I�nii __ __ ( 71 [[[ .. — -- \' I� ,' 'I L. .. .. � . +� , i � �� _ i (� �� , ��,, ;�u f. r, a N �,1 i , I' r -i a �� 3ci' etc nN ; PLCgW ' / _ _ _. , „rf i .SO�r•Ir,�', IPB �� ... .. -. I ... � -.--- it v �. - t •— , �r � I - /, . . �„ r � ( II (.. � � I 'j IIr�i1{ � ,. � _ ') m, �� _ � _ ._.. -I I �� _°,;_ � � , �. � _ _a I I' ___ I ��1,�' " � ��.��, - I — - - . - �; , ;, �, i � � ,. ( � I � � „ I � I �- — I o �'.) �� I . __ I .. I u ' $r '�- _ y- — __ _. -. li _... -. L_..... - r __— I m � �; � „ . � -�- I .... _- � u.� I I �� ;I� I ( ' f` _ I i�i ') 11 ) m >.( � � �� I � :( "' I // ,, I. �. .. I �'_I �/ �� -� � ) I ' � AdAIN I- Ill DC �, pumpster i -- ... i � 30'zGQ) �- j / I ', � � �, I 1) - � „� , �� -- - . __. . i�� _ ( _ � I _ _ ., � :� � -- i � � I :; < <�-��;�,: Q��oa �i ___ - ��, � i, ,;� �,, �� II � \:� i I`"I I I l AN J / i - ` �" '�' l r------- —.:� •� I, SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (NAD 83). 2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. N0. 109, ELEVATION = 23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND CARLOW STREET. 3. PROJECT T.B.M. N0. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15' 4. PROJECT T.B.M. N0. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81' 5. PROJECT T.B.M. N0. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90'. 6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY. � L.Y. 60 0 60 120 180 Feet SCALE: 1"=60 1 SWPPP LEGEND SC STABILIZED CONSTRUC110N ACCESS RFB REINFORCED FILTER FABRIC FENCE IPB INLET PROTECTION BARRIERS CANADA STREET (100 R.O.W.) �m 19 _, �.-, -'- V�FB _ _L.—_� I— - I�F�S-r-�-�- G'�FB - -� �-I RFI� I -n.r. , 13F8 ,_ ,__ RFB -� �--.I I __ .'- __ 1 _- � ..: r � ( �1 i ,,:� �' _ ,.,..,I��r.cnN I L,� -...F� =-- �� rr�nhi.- L.-�,r,. _- �o' Pt:�nN �� IPB ,� ,,.. '�, . - - _; " � r �E`if��v � IP�i (t'�� , � t�� II,gI(I' s t�'Fr nu -' �U �� a_1) � -F' ('a) �� IPB � I r r, j � � 4,; f �� .r � � ix" n ,nn I � .n. �. 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I I PIrJil ��. _---�/! f I_7)... � i � � _ � �' I" 1'f ,;l`i,� _ __ ._-___ I l.` ._/_ __..... .._.._. /J --r._ 1 ifj" I I�AII / ,�. ,rr..N , —=-_ __ �� ?.c I _. J _— - - __ � `�, u � (�) L �z sl �a C C Ni C rx�r VICINITY MAP N.T.S. �n r�or:r[ < <_, f� 7�'L. `� �'�' ,1, y. .� � _---. 1�9 c � 1=-ssm=i= _.-.Y�i(�1�-I:�Lj'i� � pW1�—� �- _!l➢� I -� _� RFB pp ��i! I tl �(z�� ri' f i I nhl � __.__,� —�- RFB I — ____- � �. � r l�� Rye �� .,_ PLt,ii1J ,. _.-.. - __ .__.___.--. - \ �__ .......-..___ f �: �a (. - �r)� n> �- I �� II -- ._ _. i <.> <, .. I _....-..._1 r, .>-� r ��_� _� .-_ -_ R� -) _ _ - �- I- I -- — --- � } .._.I_r -. .��\ "� __ d..__._�i —1-- _. -- \ I >: �. - 1 ..,. J.f �/ .� RFBI °� �� .' ,'. 4 � m O \ } M m d w N �� 3 Y U F— � ¢ c0 ¢ m w � o � � �— o N cz.� � J � O J� N Z czn F- Wg tn�� Z z X F m w}rn C7 � y. � m Z� � U m u!� O¢v lL � �� 1; 4..: . _.` ISSUED FOR AQ REVIEW ©01%07/09 REVISE PER _ _CITY COMMENTS Q01/15/09 REVISE PER _ CITY COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL •J••LISKA .................... _ 89374 ,� - , i D � � �, u 3e�2tn9 '-� � RFB I — FEB 19 2009 ,- r, � r-1 �' BY �I RI'"B IF THE APPROVED PLANS SV�PRP .:.1 '� i ARE MODIFIED, A NEW SUBMITTAL _; TO THE CITY IS REQUIRED PRIOR --- -- DWG: _ _ -. -- "' TO THE CHANGE IS OCCURRING - � ■ :_2.9 Joe N0: 08-339 REV; D GENERAL NOTES: 1) REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2) EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. Ed. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE NAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH ANO SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. ,,,, \l `��.,, i PROPOSED 8" SAN SWR LINE !, EXISTING SAN SWR MH �: t / l,' (i_` 3) EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES OR DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4) PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT AlL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5) SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING. (H) 40 0 40 80 120 Feet PLAN &PROFILE LEGEND (V) 4 0 4 8 t2 Feet ��"° ELEVATION MARKER !� !� WATER SERVICE TAP GATE VALVE " ." SANITARY SERVICE SERVICE TAP FIRE HYDRANT ASSEMBLY -�► FLOW ARROW SANITARY SEWER MH — — — SANITARY SEWER `.SEWER LINE 0 INLET --- WATER LINE OSTORM SEWER MH — — — STORM SEWER LINE: — �� 111111'�id ,. �� _ ,_ � � - _� / �_i _ �- 1 � '' I I �, � � '�- '`< -�- '�r ,,� i , � � ��- �> ,� - � �- ,, n. - � - - =� ,� - - - - -� � _ �_ �� _-- - � _ --_ —� i � ,' % � � , �, �„o�, _ ___ __ PROPOSED SAN MH # 1 .' � �' _ _ �-� �� I :-- . � �� .' �. _� � � ( _ - � uq- � _. � -- - �� %� �., � � �� is - -� - 1� I -- � ( _- � �° cv \� -- _ \ / �'t'� --- ' -- ...r ,, _ --' �-tr- � _L.�=�— ,o� TER- 1j __ PROPOSE[5 fi' WA �\ �,� � I � �; -- - � -{.� , I � / -- _ -� ` �- - � -- ,'�� o — - � � � � �,aa �� r ,_ �� , � _ � 1 � �� - � �(.__1y � � •. �, �, �I�, � � � � � i,,, J,. �RI-�_.P�� PROPOSED 8" SAN _ � � _ ,• - '<. SWR LINE �� ' ' _ - - _ it , _ _ - f � �f � - ��, � - - " - �' R�OPOSED SAN MN, 2 � �� ° .. Iry ;l r �. I I �' P jI I`-_ 1 _ _ _ I i � i�' ' I ,, .� .,,, r, �� _-. f s VICINITY MAP N.T.S. i n rnrTr 1 i 28 28 24 24 - __ _ ____ _ _ - _ __ F _--- __....__ ------ _ .._.._--- __ ----- _ _ ____ ----- ----- _ ____----------- - _ _ _ _ - ----- - ----- - -- --- -- ---- _— ----- --__ __-- --- __ ------ _- - -- - I i 6" WATER INE 6" ATER LINE 0 20 20 __ - _ - _ _ - �- ----- - _ -_-----------_.. -__ _ _- ___ _-- __ __ - L - _; - ; __ _ - - --- - -- -- -- - ---- --- _ _ -- - ---_ _ __- ------.._ ---__ - _ ___ _ _ _ _ _ _ � , i "' _ i i' •� I I I PROP 163 LF s ®0.3 a 16 ; 8" SAN 3% 1 � � , ---- -- - __ ._.._.. _ __------------- . ---- - - _ _ _ __---- ___ PROP_468 LF � _ _ ___- --- _..._ ___.._ ---- - - __ -- --- - f- -- ___ - .. --- - - _.-.. - __ - _ , i 8,. SAN SWfj ®0.33% Pj20P 428 LF 8" SAN SWR @ 0.33q 2 I � I PROP 6 tF ti __ ---- ----- ---, - --- -- __ - -------------------- ---- _ _ _ _ --- ___ _. _.8"_SAN SWR-®-0.33% - i -- --_ I -- ___ _- � _ _ _ -_- �� - _ _ _ �® os �I I! ! � ; � 04 04 ---___ , __ _ - _ . _ _ _ _- --__ . ----- ---- _ . ---_ - -----_ -- ---- - -- ---- - 1- _ - -_ - - - _ _ _ 1--_----- _ - ' ------ - -- ----- ------------------ _ __ _ . ---- —— _ - -_ _ _ _ ------------ _ ..__. �� , � ' i � Z � z~' z IF THE APPROVE PLANS o � I .- ;., v N°n' � � uwi ARE M DIFIED, A NE SUBMITF d, N rw z PRn .vv IU ��, z � `" _ - -- � - ---- _-._. _.--_ _ ..--- _. ___ -- __z �o : -- ---_ "' - ------------ ---- _ -- _ _ _ _ _ _ _ _ -- _ ------ _ - --------_ _.=:� ..---- TQ-T-_E CIIY IS REO IRED - ..y p�j.:N N _ ,IN _ -_� --- ��r\O �^duo ari�� TOTIECHANO,E(S �rnoo`r � ��; () ` �� VI d- � N fn � � N � � III M N O J � dN' c i i l Z 1.� � �� N�� 04 �� ,� , n�nn 2-F00 4+00 6+00 $+00 � 0-0-00 � m O \ r M m o w N w p � Y Y ¢Q r N '- O V) U d' a a■.. ,.r" re+X'; i • ISSUED FOR AQ REVIEW Q 01/07/09 REVISE .PER CITY COMMENTS__ ©01 /15/09 REVISE PER ____CITY COMMENTS 01/30/09 REVISE PER ARCHITECTS COMMENTS_ Q�HI� ��CO M�NTS�— RANDAIL J. USKA ................... - 89374 _ Q1�"�.,:,'� FEB 1 9 2009 .� • •� •• � � i , i � � it �.b �� : -v 27' 0:16' 0.125' TYP. I/4" /FT SLOPE MAXIMUM ,_ a o ..�.,.. ;�.;. .,.�..��.. :..:.�.-.....:. �. ... .. ..`:I III I -1 1 1-� � 1-� � � I' (� � I( ( I 1 � 1' 1 1 1 � l' 1 1 1 � l' 1 1 1 � l l I I� I I I ICI I � 0"-4" SELECT FILL BEDDING 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITI-1 ;+�3 BARS CW 18" O.C.E.W. OR /�4 ®24" O.C.E.W. �3 Ca7 18" E.W (TYP) OR �4 ®24" E. W 7. MINIMUM PAVEMENT. THICKNESS SHALL BE 6". REFER TO GE0 ("ECHNICAL REPORT FOR RECOMMENDED PAVEMENT THICKNESS -1-L=j-(-T=-�T- 2. MINIMUM STABILIZED SUBGRADE THICKNESS =) I I -I I (- SFIALL BE 6". STABILIZED SUGRADE SHALL - BE COMPACTED TO 95% PROCTOR DENSITY. SUBGRADE SHALL CONTAIN A MINIMUM OF 6% LIME. REFER TO GEOTECHNICAL REPORT FOR RECOMMENDED LIME CONTENT. NOT TO SCALE TYP. CROSS-SECTION OF SIDEWALK NOT TO SCALE I /4" R. (TYP.) \ % - �„ � � . �„ (TYP. a , 3/8" BITUMINOUS JOINT SEALER j� EXIST. CONC. EXIST. CON(;. I i-DOWEL DOWEL-� 1/2" DIA. x 14" LG. SMOOTH rDOWEL AT 10" C/C. PAINT AND GREASE THIS HALF DOWEL EXIST. CONC. i", d,a�. 'Po. u . \ n' �#3 AT 18" E.W. (TYP.), EXIST. CONC.-- EXPANSION CAP/>�4 AT 24" E.W. DOWEL 1" REDWOOD EXPANSION JOINT MATERIAL OR 3/" PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSIONLJOINT WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: PROP. SAW CUT 78" GUTTER LINE 8" STEEL OVERLAP -- EXISTING PAVEMENT-� - �-. CU7 UNDER -�-� EXISTING PAVEMENT „ 1:50 MAX CROSS SLOPE /(4 ®24" C/C '-BACK OF EXIST. CURB DRIVEWAY APPROACH DETAIL NOT TO SCAI_F R.O.W. LINE 3" CLEARANCE STANDARD I �L 1" BOARD EXPANSION OR 1/2' NON -EXTRUDING PREFORMED JOINT - 3" CLEARANCE (TYP.) 7" THICK REINFORCED CONCRETE (SEE GENERAL NOTE N0.7) - COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY HARRIS COUNTY B - USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS h' MINIMUM WIDTH OF DRIVEWAY 2' 36' MAX, R.O.W. LINE _ _l� SIDEWALK SLOPE 1:50 MAX SIDEWALK ------ - 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) 12" 0 18" SAW CUT (PROP.) GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED APPROVED BY: DRAWN BY: CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C. DATE: DRAWING No. COMMERCIAL AREA 15 Nov 2005 DW-1 HARRIS COUNTY PUBLIC INFRASTRUCTURE 1-I/L KEYED JOINT CONSTRUCTION JOINT I NOT TO SCALE 0 0 _ JOINT OR SAWCUT STRUCTION JOINT SEAL CEY CONSTRUCTION JOINT .�irwiu�w ��RADE COMPACTED TO 95% STANDARD PROCTOR WITI-I 6% LIME (MIN) 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. DOWE DOWEL � I-I/Z" 6T ,. „� . "n. ". I CONTRACTION JOINT NOT TO SCALE MOTES 1. SIDEWALK ELEVATIONS AND GRADES ARE TD BE SET SD AS TD ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS TFIE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. 2. LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. 3. REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40. Q4. CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. OMIT 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BEMORE THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 25 HOURS PRIOR T0� PROOFROLLING. 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. 8. CITY OF LA PORTE PLANNING DEP. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 281-471-5020. 9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. 1D. CONTRACTOR SHALL DE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY Q BE OBTAINED AT CITY HALL. OMIT . 0 M I T '�,,,�a-aF. TE 13. THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE. FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. 14, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES ANO WARNING DEVICES. 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWLAKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 16. FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 17. THE LOCATION OF TtiE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT, DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 0 M I T ��„1kdtMt}M-BF-'HNB- �J4 REBAR. OMIT ��--��RASS---se �cBP^v1�Sm�cr;-;-o^F THE CONTRACTOR UNTIL OWNER AGREES TAHT AN ACCEPTABLE ROUTH HAS BEEN -PrTTA1MEB. .OMIT �-��--I�REadIR �I.,�o� 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SLIP END. 4" TO 6" TO BE EMBEDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (/J3 REBAR AT 18" O.C,) NOTES: 1. MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED BY CURB MACHINE. CURB SHALL HAVE THE SAME OUTSIDE DIMENSIONS. 2. EXPANSION JOINTS SHALL BE INSTALLED AT ALL PAVEMENT EXPANSION JOINTS. _.. g' HAIRPIN (10" LONG) , 6°� MINIMUM 5 �I STABILIZED SUBGRADE 6" CURB &GUTTER NOT TO SCALE IF TFiE APPROVED PLANS ' ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING � m 0 � m M � N I;i N � Y Y Q O U F• � m = � o� �,z orn c,� W 0 a #,, t: :,''t ' ISSUED FOR AQ REVIEW ------- - ---- Q01/07/09 REVISE PER _ CITY COMMENTS____ © Ot/15/09 REVISE PER CITY COMMENTS 01 /30/09 REVISE PER ARCHI/TECTS COMMENTS_ ��R.DEN�UMS 0 MENTSR RANDALL J. LISKA ._ 89374 �, FEB 19 2009 NAME: DETAILS DWG; 3.04 JOB No: 08-339 REV: 3YMMI:TItICN nnotrt HALF SECTION -� ►- HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND PAVEMENT NATURAL GROUND 7z, -J' � �i � J=^' f' SELECT FILL SUBGRADE - � J',J=1 � �]� RANDOM ' J� J� �-� � BACKFILL IN TRENCH ZONE - �i - J�.'- J� I TRENCH ZONE PER 7' SPECIFICATIONS BACKFILL �,..':.,.::'.,: .; , (J� .7=-� �_.ai INITIAL '„ ' BACKFILL CEMENT -STABILIZED �' ...': SAND EMBEDMENT - � 1z - _ tz" � SPRING LINE (SEE NOTES) (MIN), oo _(MIN):, - HAUNCHING - ';SEE NOTE 4: ', ''. �'' BEDDING TYPICAL CROSS-SECTION NOTES: i. TIi15 DETAIL MAY BE USED ONLY 3. MAX TRENCH WIDTH StIALI BE NDT FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN. TRENCIi W1UTH SEE SPECIFICATION FOR REQUIREMENTS PLUS 2h INCHES, UNLESS OTHERWISE IN ORDER CONDITIONS. NOTED. 2. MIN. TRENGtt WIDTH SHALL BE PIPE OD M1. MIN. DEDDING DEPTH SHALL BBE 12 INCHES. PLUS AN ALLOWANCE "A" FOR TLIE NOMINAL PIPE SIZE: 5. ALTERNATIVE EMBEDMENT BACKFILL MATERIALS FOR FORCE MAINS MAY BE NOMINAL PIPE SIZE "A° ALLOWED. ta" To 30" "z4" OVER 30" 36" SANITARY SEWER BEDDING AND BACKFILL FOR DRY STABLE TRENCH N.T.S 1 0 w a n. 3' (TYP.) * SEALED JOINT RUBBER GASKET (TYP.) CEMENT MORTAR (NOTE 7) J SECTION �� 0 a N 5" MIN. -- ADJUSTMENT RINGS TO BE � COMBINED AS NECESSARY -4'-0" DIA. - (NOTE 2) AND SEALED WITH APPROVED SEALANT U - PRECAST CONCRETE � * BASE SECTION w LL PRECAST OR PREMIX °� CONCRETE INVERT W `� __��-'-'-- -- RESILIENT 2P (- - .' CONNECTOR (TYP.) [ .a�„--� - �.-......................................... 1 -tial� �� _SECTION 0 6" 1.5 SACK CEMENT STABLILIZED SAND 2'-0" e 71/167 [220mm] 81 11116" DIA [2078mm] - 78 318" DIA [1991mm] - 72 5/8" DIA [1844mm] 84" DIA - [2134mm] - 106 7/16" DIA [2703mm] FRAME SECTION 23 1/2" DIA. STANDARD MANHOLE FRAME AND COVER SEE CITY OF LA FORTE STANDARD DETAIL (NOTE 5) PROVIDE 6" BASE -� EXTENSION FOR ALL DEPTHS FROM MANHOLE COVER TO INVERT GREATER THAN 15 FT. NOTES: 1. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED FOR A COMBINED ADJUSTMENT HEIGHT OF AT LEAST 12" THE TOTAL HEIGHT OF THE ADJUSTMENT RINGS SHALL NOT EXCEED 1'-8". 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING 12'-0" SHALL BE 12" THICK. 4. MANI-TOLE DROP AND INTERSECTION PIPES SHALL BE INSTALLED ONLY WHEN CALLED FOR IN PLAN AND PROFILE DRAWING. :ESILENT 5. SEAT MANHOLE FRAME IN SEALANT PER CITY OF LA FORTE STANDARD SPECIFICATION. 6. ECCENTRIC PRECAST CONCRETE MANHOLE 1"IFT MIN SLOPE MAY BE USED. (TYP.) 7. OMIT CEMENT MORTAR WHEN MANHOLE IS LOCATED IN PAVED AREAS. FOUNDATION PLAN 4'-0" DIA PRECAST CONCRETE MANHOLE N.T.S. 8. MIN. REINFORCING IN THE PRECAST CONCRETE BASE SI-TALL BE #5 @ 8 EW. 9. PROVIDED BACKFILL TO MATCH ADJACENT PIPE TRENCH BACKFILL PER CITY OF LA FORTE STANDARD SPECIFICATION. 10. TEE INCLUDED IN PRICE OF DROP. 11 1-IORSE-SHOE SHAPED OPENINGS OR BREAKOUT OPENINGS SHALL NOT BE ACCEPTED. 1" [25mm] DIA HANDLING HOLE 415/18" [125mm] 14 7/8" [377mm] � MACHINED SURFACE 1 5/8" 7" [178mm] Ensr JoaDnN IRON WORKS, INC. P.D. ROX h39 EAST JORDAN, M1. h9727 t-aoD-a7h-htao FAX 231-536-4h5a DRAWN DATE sBB Dt/o7/DO APPROVED DATE V-1418-2 FRAME PRODUCT NO. 41418216 CATALOG NO. V-1418-2 REF. PRODUCT DRAWING 41418216 EST. WT. FRAME: 105 lDS a8kg OPEN AREA N/A MAT'L SPEC. FRAME -GRAY IRON ASTM Ah8 CL35 LOAD RATING 1-IEAVY DUTY SEE TABLES 2 TO 5 FOR ACCEPTABLE MAIN PIPE SEE TABLE$ 2. TO 5 INTERSECTING LIRE LOR ACCEPTABLE ANCIE LOR EACH INTERSF.CIINC SI%F�\ PE � ANCLE FOR EACH j saE DF rme CONCRETE-/ A INTEfl6ECTING MANHOLES PIPE 45" MAXIMUM MAIN PIPE LINE SEE TAULE 1 FOR MAXIMUM DIAMETER FOR MAIN PIPES FROM STRAIGHT TIiROUGH TO 45" DEFlECT10N 'EE TAetE9 2 TO 5 FOR ACCEPTABLE ITTERSECTING MAIN PIPF. INGLE FOR EACH LINE �!IZE OF PIPE . INTERSECTING PmE MAIN PIPE LINE :F-0' TO 8'-0' PRECAST SEE TABLF. 1 FOR I;ONLRETE MANHOLES MAXIMUM OIAMETF.R FOR MAIN PIPE WITFI 45" f0 90� DEFLECTION TA9-L� MAXIMUM MAIN PIPE DIAMETER (t D) IN INCHES NnK v rvirp _ u oTmxa,nl ar� lIw "[Z " 36 li n2 33 3 A8 3G 4 8 60 M12 5 NOTES ON USE OF STANDARD DETAIL SAN-015 TABLE 3 MINIMUM ANGLE ANO INTERSECTION PIPE ID SIZES FOR 6'-0" OIA. MANHOLE INTERSECTING PIPE ID SIZES MINIMUM INTERSECTING ANGLE IN DECREES FOR VARIW6 MAIN PIPE ID SIZES IN INCHES (INCHES) e' iD' 12' t5" iB' 2f' 24' 2]" 30' 3}' 36' A2' 8 40 42 45 49 51 54 57 Gi G3 67 ]O 78 10 44 47 50 43 56 59 82 65 G9 7 79 T2 50 54 3] 56 59 G2 60 62 65 66 82 65 6R 71 7a 66 89 71 7A n 83 88 ]I 7M1 77 Bo 85 - 72 7 83 15 75 7 B9 ltl ]D 1 88 2/ 81 - 2n as 7 27 89 3D - _ - 33 - - - _ 3G _ - n2 TABLE 4 MINIMUM ANGLE AND INTERSECTION PIPE ID 912ES FOR ]'-0" OIA MANHOLE INTERSECTING PIPE ID SIZES MINIMVM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPF. IU SIZES IN INCHES (INLIIE9) g' 70" 77.' 15" 18" 21" 24' 2]' 30' 33" 36' 42" 48" B 35 36 39 a7. 4M1 47 49 57, SM1 57 59 69 7T _ t0 38 a0 A} 45 48 50 51 55 59 61 87 73 1Z 43 A5 M18 51 53 Sfi 98 GI 64 ]O 76 15 M1B 50 56 53 55 5G 58 SU 6U 63 58 6i 63 66 7o 61 63 66 68 iz 78 6M1 66 68 71 76 81 B6 fib 72 78 18 69 7M1 Bt 21 n ]7 83 2M1 74 79 86 z7 7a ea sD 30 83 89 33 RB 36 M12 _ _ nB TABLE 2 MINIMUM ANGLE WD IMERSECTION PIPE LIT SIZES FOR 5'-O" DIA. MANHOLE INTF.RSF.CiiNC PIPE IU S12ES MINIMUM INTEI:SECTNC nNGLE IN DECREES i0R VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) 8" t9' 1:" t� 1B" 21' 21 27' 30' 33' 3G" 8 _ A9 30 51 gg G1 66 G9 '73 77 82 06 10 53 5� 61 64 68 71 ]6 79 84 DO 17. 6 6S 68 68 ]I 75 72 7`v ]9 A3 75 79 82 tl6 _.. 90 80 U3 U7 90 _ 03 B7 90 _ 88 15 18 - - 7.1 _ _ 24 _ _ 27 3U 33 3s 1 1/4" [32mm] LETTERS c�sr ,uxbnx oN MPI.6 =iw+'y V-1476 t� � + . �ii�. .j;" nsTM nn6 u3eR r fik i13 � �.( (2) OPEN PICKHOLES 1 1/4" [32mm] LETTERS (4) 1" (25mm] DIA BOTTOM VIEW VENT HOLES ON 18 3/4" [427mm] DIA BOLT CIRCLE TOP VIEW _ 77 9116" 4 15/18" [1970mm] DIA � r [126mm] �� COVER SECTION � MAGI -TINED SURFACE EAST JORDAN IRON WORKS, INC. P.o. uox n3s ( AST JORDAN, MI. A9727 1-800-B74-M1100 FAx 237-536-A458 DRAWN DATE SMH f0/17/00 APPROVED DATF. MANHOLE COVER raouucT No. CATALOG N0. V-1418 REF. PRODUCT URAWINC 41418042 EST. WT. COVER: 160 t.BS 73kq OPEN AREA N/A Mnrt srec. (OVER -GRAY IRON ASTM n46 CL35 LOAD RATING HEAVY DUTY l31�c]:7TiL� NOTES: 1. GROUTING OF MANHOLE STRUCTURE ANNULAR SPACE WILL BE PERMITED IN CASES WHERE INSUFFICENT WORK SPACE EXISTS FOR PLACEMENT AND GOMPACTION OF CEMENT STABILIZED SAND PER CLP STANDARD SPECIFICATION FOR TUNNEL GROUT. 2. THIS DETAIL ALSO APPLIES TO BACKFILL OF SHAFTS WITHOUT STRUCTURES. 3. ARRANGE PIPE JOINTS AS SHOWN WHEN USING RIGID CONNECTION TO CAST IN PLACE MANHOLE BASE. 4. NEED COAL -TAR EPDXY COATING ON INSIDE OF MANHOLE OR EQUAL. NOTES TO SPECIFIER: 1. " "INDICATES THAT A SPECIAL DESIGN OR THE NEXT LARGER MANHOLE SIZE SHALL BE USED. 2. TABLES 2 TO 5 ARE BASED ON A MIN. SEPARATION DISTANCE "S" OF 15.5" OR INTERSECTION PIPE OD/2, WHICHEVER IS GREATER, BETWEEN MAIN AND INTERSECTION PIPE ALONG THE MAHNOLE INSIDE WALL ARC. 3. PIPE WALL THICKNESS USED IN TABLES 2 TO 5 ARE BASED ON RCP. THE DESIGN ENGINEER MAY CALCULATE TO SEE IF THINNER WALL PIPES CAN MEET THE SEPARATION CRITERIA FOR ANGLES SMALLER THAN THE TABLES ALLOW. 4. LIMITATIONS TO BASE HEIGHT ARE BASED ON RESISTING BOUYANT UPLIFT FORCES BASED ON WATER AT GROUND SURFACE AND A SAFETY FACTOR OF 1.20. 5. A SPECIAL DESIGN IS REQUIRED IF MANHOLE ID IS GREATER THAN 8 FT. TABLE 5 MINIMUM ANCIE AND INTERSECTION PIPE ID SIZES FOR 8'-0' DI0. MANHOLE INTERSECTING PIPE ID SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID 512E5 IN INCHES (INCHES) B" iD' T2" 15" 16" 21" 24" 27' 30' 33' 3G" 42' 48" S4' 60' 8 30 32 34 36 38 41 M13 a5 4] 30 32 56 81 67 74 10 33 35 38 4p 9G 44 AB 48 St 53 58 63 GB 77 12 38 40 42 44 M18 M19 51 5} 55 60 65 7f 79 15 42 A4 47 46 49 51 M1e 5t 51 53 53 55 53 37 61 53 55 5] 99 63 67 56 50 GD G2 66 70 74 SB GG 62 64 68 %2 76 81 62 64 67 69 ]3 77 81 B6 67 73 8f i6 70 75 83 21 72 77 85 2M1 7A ]9 69 27 ]8 63 30 82 8] 31 86 3G - - _ M17. - - - M1B- _ _ _ 54 GO "NOT APPLICABLE (INTERSECTING PIPE GREATER THAN MAIN PIPE) SANITARY SEWER 5'-O" TO 8'-0" DIAMETER PRECAST CONCRETE MANHOLE NOTES N.T.S. SYMMETRICAL ABOUT HALF SECTION UNDER PAVEMENT PAVEMENT -� HALF SECTION UNDER NATURAL GROUND NATURAL GROUND ,SELECT FILL l'�.:��.'� :" �mL�i W �IIi: ' �°� ` �. �. � �: �� .. .. � :'•:. ' : >..:.. p..,,-,�2„'� N J_ R��m �.:.: � z ="" ' ' SEE NOTE 3 w U r _'.. ...................................................... .. -m�B�m_ m- m TYPICAL CROSS -SECTION SANITARY SEWER MANHOLE -TYPICAL CROSS SECTION N.T.S. 0 �� W � U m H m 12" MIN. CEMENT STABILIZED SAND CAST IN PLACE OR PRECAST FOOTING IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE 1S OCCURRING o r �r m M m o N (;1 N z3 X Y �� ar am w-I O J -� � � N Z � (il U� w �I U w 0 a _i O ,yJn � T ' � � r L m W S N n � } Z_? X 1- T �' � W F M �Z� �Vm .W � 3 (n o �' �X� ( u: W a til I' " �I ,. / m Tr I e♦ r � A`A � ISSUED FOR AQ REVIEW © O1/07/09 REVISE PER _ ___ CITY COMMENTS Q 01/15/09 REVISE PER CITY COMMENTS. D Ot/30/09 REVISE PER ARCHITECTS COMMENTS RANDALL •J••IISKA . 89374 .. . FEB 19 2009 SANITARY SEWER DETAILS ', I � { ,r� r '� ( it � • i�'',I 1 �•" �. ./ � ♦ r �• �Q`NAA9EPLA7E INDICA71NG:1.. � • — —" — '— —• — •---• '�—" _ _ .• .� . . MFG: PA6dK EO9JBP. CO. B' PVC DOU®I.E .'. ..- � � � � ,� � TEE MANIFOLD �' ' DATE MlWUFACNRED I . � �'. ' ' +.. ;. ..1 !� I -- — _ � _ � FROM KITCHEN YtlAS4E `��' — a• .i•I l� I I• •' ' :l •• •f Ia� ( INLET AND OUTLET � � ' . , .. PIPING PROVIDED '" j �'••I BY OTHERS. � • •. ••_ •, ..' . . __ ._ . _ ram. '•- :. _ e . • `'' 1 ��' rl 1' 4 ,.. �i I!, �, I i t �: �, •.'.� �• 4 ., ,.. ,�• ,' :I ,, :.Y •-« a r , , �v�. M. 1 ? .�; --_/; ./ a• L FL1 � h-r ' 7� o .�,�r 1 ` .�, .al �� Ill 7 ♦ ��l�i�:®i h' II �� < -r� 1' li '� h i I t ICI / I' 1�®® �� 1 1 I �G Pd 1 j��**��, f � . L1 -1�1 ;. 1 1 � i 1 1 1 I��i. 'Cd'•1 Inra j •ill � ! bl l s�I�� i �.I 1,1 � 1:1 1,1 1 IA I��iY��l�ii��. � ' 17 1 NLiI I, ro 9 P I I ' .1' 1 1 1 i�:Yt� �• 1' I � CI �� IS I �� 1 1 1 1..1.1 '� .G 1! 1 ��.��'. h,• 1 � Lti ��)��i��l'��i�� 'n�1'vi;1;yT'rai -,: ., ,�.. :. .i1 1� "�a" 'r7" �, - • - • r- q- • 1 : 1• i1 - 1 ..• �" 1 1 r..- • �•• 1 �- • • • �, 1 r- 1 •i�' :��ar.p� �4'i .i h � u.i �� 4 t �_ o '� � r m M m o N w fn � Y Y O .I ', o � � Z o N c=i CAST IRCN ® LIB FRAME AND COVER Q� W a� �W�— �a ® W 0 ' SECii�dAL RISER c' RCP PIPE b W .IOINT SEALED w/ a � NONSHRINK GROUT r , / . �SCH 110 PVC SLEEVE (TYP) ' � n INLET FRO1A INTERCEPTOR C+DNCRETE BASE (OPTIONAL) 0 a ,■ ' t I� � ; � II U� J� ['j O N W H N � m n w X ~ �? } H � � U rn oav LL' a ro ISSUED FOR AD REVIEW -------_.— ©01/07/09 REVISE PER _ CITY COMMENTS Q 01/15/09 REVISE PER _ ___ CITY__C_OM_MENTS O1/30/09 REVISE PER ARCHITECTS COMMENTS 1(�. >R�7-71E19X �r `� '' � � � l�! i —. _. - tom'` � �'1' �;� � • �� FAX 713� s�37—b2�+F CONCf2ETE Class 1 concrete with of design strength of �Al� a>IOO 2�4—�041 4500 PSI at 28 days. Unit is of monolithic �� EQUIPMENT COMPANY � �-------------- construction at floor and first stage of wall „ �� _ _ _ � with sectional riser to required depth. �� i'�� $ �� ----- C.I. C,�STINGS: Cast iron frames and grates are manufactured �� of grey cast iron conforming to ASTM A48-76 Class 30, Heavy —Duty AASHTO H-20 SCALE DWG. N0, REV. � � `�� P.�E OF rF�q� REV. DATE � �1� S�9�-4 � +r . � RANDALL J. LISKA 1�T' ��CENSF'�'rl �4�a /� l7 L! � ,��SS t� �� SAL �� IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING '' 11` SANITARY SEWER DETAILS / � �{'' � �� i } .: / � �� SYMMETRICAL ABOUT I -LACE SECTION -= HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND SOD OR SEE (AS REQUIRED) PER I � CITY OF LA P012TE STANDARD 1'nVEMi:N'I' SPECIFICATIONS i'-NATURAL GROUND \ �l��L�� it / i/ � i/ / it i l _ I �/_ I_. i....I . J- J- J- - - I I I- i- J- � / I i i/ it it �� l —li/� I I IiACKfILL PER _ _ J I i i/ i ��(%N'Y Of In PORTS J-'� \I-' i I I sTnNunan srrclr-Icnn NS / J� � / � I I Y ill � �I /1 — \ 1 / I il�� - SEENOTE2: �� .. NOTE i ' _ _ NOTE i d`� , EMBEDMENT MATERIAL PER CITY OF LA PORTS STANDARD SPECIFICATIONS ' SEE , NQTE 2 `::.'.. :. 't LINE U z w i— rn Li lil o� �� n. 0 DRY BOTTOM --� _______,� NOTE: 1. SEE CITY OF LA PORTS STANDARD DETAIL 2. 6" MIN, FOR MAIN DIAMETER <20" 12" MIN. FOR MAIN DIAMETER >20" WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES N.T.S. ELECTRONIC READING UD REMOVABLE :' • 1 NOTFS� R BOX DESIGN FOR SERVICE TO HOMES WITH .TER THAN 2000 S0. FT. R BOX TO BE FORD YL111-444—TP YOKE BOX PPROVED EQUAL. ICH PIECE, VALVES EXPANSION CONNECTIONS, ANO ET PIECES TO BE WATER WORKS BRASS. ' CASTING AND UD TO BE CAST IRON LOCKING. SERVICE LEAD MATERIAL TO BE POLYETHYLENE. OMER SERVICE LINE TO BE PER BUILDING CODE IFICATION ANO HAVE A MIN. ONE F00T COVER. SERVICE CONNECTION NOTES THE MAIN SI-IAt_L HAVE A MINIMUM DEPTI-I OF 48" BELOW TOP OF CURB GRADE. THE WATER SERVICE LINES THAT ARE INSTALLED BEFORE THE COMPLETION OF STREET CONSTRUCTION SHALL BE LAID IN 'THE SERVICE DITCI-I AT THE SAME ELEVATION AS TI-IE WATER MAIN OR A MINIMUM COVER OF 48" BELOW TOP OF CURB GRADE, AT THE PROPER LOCATION FOR THE METER BOX, THE METER (CURB) STOP SHALL BE RAISED TO 18" BELOW TOP OF CURB GRADE WITI-I ENOUGH EXCESS TUBING TO RAISE THE STOP AT A FUTURE DATE TO 6" BELOW TOP OF CURB GRADE. LOCATOR WIRE TO BE PLACED ON ALL MAINS AND SERVICES. (MIN. 20 GA. COPPER) SINGLE METER SERVICE LINES SHALL B6 1" MIN. I.D• C,T.S. POLYETHYLENE, SDR-9. CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH GRADE. FIRE HYDRANT ASSEMBLIES SHALL NORMALLY MAINTAIN THREE FOOT CLEARANCE FROM BACK OF CURB. REQUIRED ASSEMBLY SFIALI_ INCLUDE ONE LINE SIZE BY 6" TEE, ONE SIX INCI-I GATE VALVE AND BOX, ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS. WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO [XTENDED PI�OPER'iY LINE AND SHALL CONFORM TU AWWA C-500, OPEN LEFT, EQUIPPED WITH PENTEGONAL OPERATING NUT. WATERLINES 4 INCH THROUGI-I 12 INCH I.D. SHALL COMPLY WITH TFIE REQUIREMENTS OF AWWA STANDARD C-900 CLASS 150, SDR-18 WITH CAST IRON OUTSIDE DIAMETER. ALL CONCRETE THRUST BLOCKING SI-IALL BE PLACED TO FORM A SOLID CONNECTION BETWEEN FITTINGS, VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE FOR THRUST BLOCKING SHALL HAVE A MINIMUM OF 2500 P.S.I, COMPRESSIVE STRENGTH AT 26 DAYS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110 AND END JOINTS OF FITTINGS AND MAIN LINE VALVES SFIALL CONFORM TO AWWA C-111 FOR RUBBER GASKETED JOINTS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED OR EPDXY COATED. AT EACH FITTING THERE SHALL BE EBAA IRON SERIES 1500 FORCE -RESTRAINT SLEEVES. ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER PAVING IS COMPLETE. THE LOWEST HORIZONTAL FLANGE OF A FIRE HYDRANT SHALL NOT BE MORE TITAN 6" ABOVE THE SURROUNDING NATURAL GROUND AT ANY POINT. INSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 FOURS BEFORE START OF CONSTRUCTION. C84-44 OUTLET 'x2" BLOCK PIPING NOTE FITTINGS, VA_VES AND PIPE JOINTS SHALL BE SECURED Wt�'H MECHANICAL JOINT RESTRAINTS. THESE RESTFAINTS SHALL BE EBAA IRON 2000 PV FOR FI1'TNGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. WAT=R DISTRIBUTION NOTES: 1. PRESSURE '-EST OF WATER LINES 20" DIAMETER SHALL BE AT 12.5 PSI FOR A DURATION OF 8 HOURS. PRESSURE ""EST OF WATER LINES GREATER THAN 20" SHALL BE E,T 150 PSI fOR A DURATION CIF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NDS MODEL N0. D15AM42-DISB OR APPROVED EQUAL.BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS WILL NOT 8= ACCEPTED. 4. PROVIDE "UVI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT 4ND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN MULTI -LOT SUBDIVISIONS. � ,�1. •�i i. .. �... . 24" MIN-12" &LARGER PIPE 18" MIN-10" &SMALLER BENDS &TEE PLUG PIPE TAPPING SCHEDULE WA'iER MAIN SERVICE SIZE TYPE AND DIAMETER 3/4" 1" 1-1/2" 2" 4" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 4" ASBESTOS (EXISTING) CEMENT WBSS WBSS DSS, WBSS DSS, WBSS 4" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON ' AND 8" ASBESTOS EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" CAST IRON OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" ASBESTOS (EXISTING) CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 16" AND UP CAST IRON OR DUCTILE IRON DWBSS DWBSS DWBSS DWBSS 16" AND UP ASBESTOS (EXISTING) CEMENT DWBSS DWBSS DWBSS DWBSS 16" AND UP PVC (AWWA C900) DWBSS DWBSS DWBSS DWBSS DSS -DUAL STRAP SADDLES WBSS -WIDE BAND STRAP SADDLES DWBSS -DUAL WIDE BAND STRAP SADDLES s I 90' BEND 45° BEND 22>1' BEND TEE PLUGS ZE A B A B A B A B C D , 4�8„ 16" 10" 9" 10" 6" 8" 10" 12" 10" 21" --- 8" 22" 13" 12" — 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 17_" 29" 21" 16" 21" 11" 16" 18" 24" 18" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20" 30" 36" 48" 36" 72" TIiRUST BLOCKS SHALL BE CAST IN PLACE AGAINST UNDISTRUBED EARTH WALL. PLACE 15 Ib, FELT BETWEEN CONCRETE BLOCKING AND PIPE/FITTING TO AVOID BONDING. TI-TRUST BLOCKING DETAIL N.T.S. ENCASEMENT PIPE, TO BE SOLID WELDED MATH A MIN WALL THICKNESS OF 0.219 INCHES FOR CASING PIPE 8" THROUGH 18" AND A MIN VIALL THICKNESS OF 0.250 INCHES FOR CASING PIPE 20" THROUGH 3fi", CASING PIPE LARGER THAN 36" SHALL HAVE APS OR APPROVED EQUAL CASING SPACERS A WALL THICKNESS SPECIFlED BY THE DESIGNING ENGINE=R. IT SHALL BE THOROUGHLY COATED WITH COAL TAR ENAMEL INSIDE AND OUT INSTALLED PER NOTES AND CASING TABLE i—WATER OR WASTEIVATER PIPE APS OR APPROVED EQUAL ENO SEAL `— JOINT RESTRAINT, SEE NOTES AND AUGER HOLE TO BE "DRY" AUGURED, (TYP BOTH ENDS) COLC JOINT RESTRAINT DETAIL � NO LARGER THAN 1" GREATER THAN THE (TYP FOR ALL JOINT IN CASING) OUTSIDE DIA OF CASING PIPE LONGITUDINAL SECTION PIPE CASING DETAIL N.T.S. SERVICE TAPS TO BE MADE IN THIS ZONE EXCEPT FOR PVC FASTTAP 45� BLOW -OFF &CHLORINATION TAPS ARE MADE IN VERTICAL POSITION WIDE BAND SINGLE SADDLE OR DUAL SADDLES SERVICE TAPS N.T.S. FINISHED GRADE TAPPING COLLAR OR SADDLE (STAINLESS STEEL) PVC MAIN 6" x 8" ADAPTER (AS NEEDED) TAPPING SLEEVE &VALVE N.T.S. NOTES: 1. SPACERS FOR CARRIER PIPE SHALL BE ADVANCE PRODUCTS AND SYSTEMS, INC., STAINLESS STEEL, NEOPRENE OR APPROVED EQUAL ANO SHALL BE INSTALLED TO CENTER CARRIER PIPE WITHIN CASING WITH A MAX TOLERANCE OF 1rz" BETWEEN RUNNER AND CASING INSIDE AS WELL AS PREVENT THE CARRIER PIPE FROM RESTING ON THE BELLS WITHIN THE CASING. SEE CASING TABLE FOR SPACER DISTANCE AND NUMBER OF SPACERS. 2. CONTRACTOR TO TAKE INTO CONSIDERATION THE SIZE AND LIMITS OF PIPE RESTRAINTS WHEN ORDER AND INSTALLING CASING PIPE TO ALLOW FOR ADEQUATE CLEARANCE. 3. SPACERS TO BE PLACED A MIN OF 1' BACK FROM EACH JOINT THAT FALLS WITHIN CASING, A GREATER SET BACK MAY BE REQUIRED FOR LARGER PIPE. SEE CASING TABLE FOR ADDITIONAL INFO ON SPACING OF SUPPORTS. 4. WHEN INSTALLING GRAVITY PIPE WITH CASING CONTRACTOR SHALL TAKE INTO CONSIDERAl10N PIPE GRADE SO THAT THE SEWER PIPE MAINTAINS THE PROPER FALL. 5. JOINT RESTRAINTS ARE REQUIRED ON ALL JOINTS THAT FALL UNDER OR WITHIN 10' OF HIGHWAY CROSSINGS REGARDLESS OF PIPE MATERIAL, CASED OR NOT. SEE COLC PIPE RESTRAINT DETAIL. SPECIAL NOTE: WHERE OPEN CUT GRAVITY SEWER, HIGHWAY, ROAD AND DITCH CROSSING CONSTRUCTION WILL BE DONE CONTRACTOR MAY USE GRIFFIN-20, AMSTED, H2SEWER SAFE, DUCTILE IRON SEWER PIPE, WITH SEWPER COAT LINING. ""'"""'°'NT PIPE LL AUGER HOLE CROSS SECTION CASING TABLE NOMINAL PIPE SIZE DIA IN INCHES CASING SIZE INSIDE DIA IN INCHES MAX SKID SUPPORT SPACING IN FEET 4 8-10 4.7 8 10-12 6.3 8 14-16 7.4 10 16-18 8.5 12 18-20 9.6 15 20-22 11.0 18 24-26 12.0 21 28-30 12.0 24 31-33 27 34-36 12.o APPROVED PLANS `'' 1 � ' LED, A NEW SUBMITTAL `' TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING �r m M m o N w N z� Y Y F' m Q � U � 2� �- Z N o: a vL o v 6.I.1 'n VJ ®� � n e�' ' I..1� B 1..� ®� O P�%� V/ W �� U „� � a r c`iQ' x '� , ,Y� 542��, k�'Q r� l� °3L} � � �I. Cvf YY per. ?� �•tt� ,r U 0 a �_ 0 '� c r _ W Z� ~ � z � N W s n f0 Z� XI'Q' W (� � f- M z' � " °' .. W� 3No �� ui ~ t m •�'' r r � /, W ISSUED FOR ------------- AQ REVIEW /07/09 REVISE PER ©01 _ CITY CO_MME_NTS Q 01/15/09 REVISE PER COMMENTS _ ___ __CI_TY 01/30/09 REVISE PER D ARCHITECTS COMMENTS OF TF�,� i�CP�E j RANDALI J. IISKA �/��t 89374 '�� 41,QI�\ C � ANS� % �u�. �� 9 D � � D EB 19 2009 DWG NAME: sv--_ _ DETAILS DWG: ® ■ Joe No: 08-339 REV: D 29-3/4"x 29-3/4 1 -3/8" HEAVY GRATE SCHEDULE 0 SEE GRATE DUTY CAST IRON FRAME & GRATE _ ,_,,,,_,_,,,, r SCHEDULE (FRAME WI = ® ® 268 Ibs) \ J (n tLl • 0 Y PRECAST CONCRETE BASIN BY ® � ® mJ UNDER PAVEMENT UNDER NATURAL GROUND PARK EQUIPMENT CO. ��®�®®'®® 4 O < = 800-2546-8041 0 ® .® ® ® o N Z a V1 v PAVEMENT NATURAL GROUND Ti SUBGRADE GRATE = 200 Ibs MODEL No• zatct BACKFILL (PI BETWEEN 8 & 20) 'li -.i i - PLACED IN MAXIMUM 6" LIFTS AND OPEN AREA = 489 Ir? V4880H:. : I COMPACThO TO -1 2" PROCTOR DENSITY. � STANDARD TOP SECTION �� 12" BASIN SECTION d,P H1 ® ENILI ., GRATE = 240 Ibs MODEL No. QQ (SMT STABILIZED SAND HAPE TO CONFORM TO BLOCKOUT AS REWD OPEN AREA = 434 1W V4880-3 6 BOTTOM OF PIPE) (MAX. SIZE 'A' DIA) ®®® FILTER F RIQq CRUSHED STONE FOUNDATION ,6,A®®�®�®� 12�LM) 6" MIN. DEPTH. ®�® AS NEEDED FOR ® ® SEEPAGE DRAINAGE. UNSATISFACTORY SOIL CONDITIONS EXIST �'®�®��® J ®_ W W1 GRATE = 270 Ibs MODEL. No. \ / / OPEN AREA = 387 trfi V4880- 4 LL UNDER PAVEMENT UNDER NATURAL GROUND I- a PAVEMENT ATURAL GROUND ® LL 1 SUFN 20) so• DIMENSIONS W RAD i� - M IN MAXIMUMI 8" tJFfS AND COMPACTED TO 95% STANDARD PROCT₹�oENSITY I I MODEL # W1 W2 H1 H2 TiK . O . - ,„ .� " ' IFF DISTANCE IS MOR E711ANUiWO Ef 2 )Y OR -- CEMENT STABILIZED SAN TO BOTTOM OF SUBGRADE A CBTA36 48" 36 " 42" 36 " 6 " 36 " 30" X30" THOROUGHLY RODDED CEMENT STABILIZED SAND PLACED Ti AND THOROUGHLY RODDED AFTER CBTA48 60" 48" 54" 48" 6 " 48" 30" X30" PIPE IS Lao. CBTA60 72" 60" 66 " 60" 6 " 60" 30" X30" A A A STORM SEWER DIAMETER OR G CBTA72 84" 72" 78" 72" 6 " 72" 30" X30 " CEMENT STABILIZED SAND 2" 42" REATER / \ 30" X30" �ECBTA84 96 ' 83' 78" 72' 6 ' 84' r (SHAPE TO CONFORM TO BOTTOM OF PIPE) / 2 CEMENT STABILIZED SAND PLACED ,� �t BEFORE PIPE IS WD, OJ ' 1 VARIES 4- r� W r yt, TRENCH WIDTH I O PER SPECIFlCARON ' �� SPECI = ICATIONS k a y SATISFACTORY SOIL CONDITIONS EXIST / / CONCRETE : Class 1 concrete with of design strength of THE BEDDING METHOD SHALL BE USED FOR CONCRETE PIPE \ i 4500 PSI at 28 days . Unit IS of monolithic '��tr � STORM SEWER WHERE SOIL CONDITONS ARE AS FOLLOWS: Ti construction at floor and first stage of wall with sectional riser to required depth . Rated A. STRATA FROM THE SPRING LINE (CENTER) TO 3 FT BELOW THEE q p FLOWLINE OF THE PIPE CONSIST OF NON-WATERBEARING for H - 20 Loading . COHESIVE SOILS HAVING A SHEAR STRENGTH OF 1000 PSF OR GREATER. -*�^-' T1 "�— w2 --- -' Tt i REINFORCEMENT: Grade 60 reinforced with steel rebar to Q B. NO WET SAND STRATA EXIST IN THE AREA FROM t FT ABOVE Wt IL conform to ASTM A615 on required centers THE TOP OF THE PIPE TO 3 FT BELOW THE FLOWLINE. FOR ALL OTHER SOIL CONDITIONS USE DETAIL FOR SECTION - or equal . UNSATISFACTORY CONDIRONS SHOWN ON THIS SHEET. C . I . CASTINGS: Cost iron frames and grates are manufactured U of gra cast iron conforming to ASTM A48 - 76 Class 30 . BEDDING AND BACKFILL FxZ NLb Zz X IX- m 36 " 84 " TYPE ' A ' GRATE INLET 4 ; M W n 'C a X W . 1 . v ro ISSUED FOR Q REVIEW © 01 /07/09 REVISE PER _ CITY COMMENTS Q01 /15/09 REVISE PER _ CITY COMMENTS 01 /30/09 REVISE PER 0 ARCHITECTS COMMENTS 11 j * "RANDAL "LISKA *+) H . .. .eve I U Li 89374 /45 / B 19 2049 IF THE APPROVED PLANS D AME: ARE MODIFIED, A NEW SUBMITTAL By TO THE CITY IS REQUIRED PRIOR DETAILS TO THE CHANGE IS OCCURRING DWGD3 . 03 JOB NO: �$ - 339 REV: D 6' MAX. (SEE NOTE) 1. SET POSTS AT REQUIRED SPACING 3. ATTACH FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH (SEE NOTE 3) FLOW X- RFB -X '18" MIN. 36" MAX. EXTENSION OF FABRI" INTO TRENCH REINFORCED FLOW- 6" FILTER N.T.S. 2.EXCAVATE A 6"x6" TRENCH UPSLOPE ALONG THE LINE OF POSTS AND SECURE WIRE FENCE TO POSTS. (SEE NOTE 2) FLOW 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH FLOW- 4 I I 11-'�'"�� 11= .III= I=1 ' .III=1 �'= N z �g I I=III=1 IIIIIIII��I N I ITI i l� Z DRAIN TO SEDIMENT TRAPPING DEVICE 50' MIN. 0 0 0 0 0 0 0 0 0 0 0 0 C� O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COURSE �. 0 o AGGREGATE o o O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � � a' 50' .,.,,.�,6�� MIN.,.,.,,.�� PRO(=1LE CONSTRUCTION EXIT (TYPE 1 N.T.S. GENERAL NOTES: 1. POSTS TO BE SET AT 6 FOOT MAXIMUM SPACING. GENERAL NOTES 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES ADDITIONAL TIES OR STAPLES CAN BE ADDED TO SECURE WOVEN WIRE FENCE. 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE PLANS, BUT NOT LESSS THAN 50'. 3. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH WIRE TIES OR STAPLES AT TOP AND MIDSECTION. ADDITIONAL TIES OR STAPLES CAN BE ADDED TO 2. THE COARSE AGGREGATE SHOULD BE OPENED GRADED WITt-I A SIZE OF 4" SECURE FABRIC. TO 8". WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 3• 6" INCHES AT THE POSTS AND FOLDED. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. CUT "D" SHAPED HOLES Yz OF HEIGHT AWAY FROM NATURAL GROUND AND SPACED NO 4. MORE THAN 4 FEET ON -CENTER. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE ENGINEER. 5. CONSTRUCTION NOTES: THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE. 6. 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 16 FEET AND EMBEDDED A MIN. OF 12 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTTING IS THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. MODIFIED BY THE ENGINEER. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN. 7 THE LOCATION AND NUMBER OF CONSTRUCTION EXITS SI-LACE BE APPROVED HEIGHT OF 18 INCHES AND MAX. HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. BY THE ENGINEER. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, 'AND FOLDED. 4. SEE STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL ' TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING o '� \ i- m M m o N w Vi z .Y Y o �- v�i Z o � V � U 0 a U� J o O � T N of Z= H �Z Nm � W a � w Zi XF.°' tttg � W F m z> ��, W B � N o :; �¢a ,� u: W , ,� A S r ._��. Fl. � � CO ISSUED FOR - AQ--REVIEW---------- © 01/07/09 REVISE PER _ _ __ CITY_ COMMENTS Q 01/15/09 REVISE PER _ CITY_C_O_MM_ENTS 0 Ot/30/09 REVISE PER. ARCHITECTS COMMENTS ,�PtE OF_ TF.jq� �: .a RANDALL •J••USKA -1cr^.-c �wtir . �`nka� `30, ter�4 �� 'F��A"Q� 2�0 SWPPP , JOB N0: O$-339 � REV: D SHEETING � OPEN J%N%✓% nrarnrr�rrrrarn TIMBER TRENCH SHORING STEEL PILING NOTE 4 STRINGER UPRIGHT .ET PILIP TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACESI DEPTH OF TRENCH------------ KIND OR CONDITION OF EARTH ----------- ------------------------------------ WIDTH OF TRENCH MAXIMUM SPACING MINIMUM MAXIMUM MINIMUM MAXIMUM DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 T�) 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET fE:T FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCITES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3xh OR 2x6 6 2x6 4>4 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6 4 2x6 4>4 4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x4 4>:6 6x6 6x8 8x8 h 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 SHE�TING 6x8 4 4x4 4>:6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6 4 4x4 4v6 6x6 6x8 8x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 M:6 6x6 6x8 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x6 6::6 6x8 8x8 8x10 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x6 SHE�TING 8x10 4 4x6 6::6 6x8 8x8 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 4x12 4 4x17 6:;8 Sx8 8x10 tOx10 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOS[ 6x8 4 4x12 8:;8 Bx10 10x10 10x12 4 6 SHEETING 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. ODESIGNATION FOR PROPOSAL (BID) PURPOSES (* +) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER !RATION AS DETERMINED )NTRACTOR'S REGISTERED SSIONAL ENGINEER MAXIM' ALLOW SLOPE (DETEF BY GE ENGINE TRATION AS 2MINED DY RACTOR'S BEG. . ENGINEER UNSHORED SLOPED TRENCH TRENCH BOX TRENCH SAFETY SYSTEM DETAILS N.T.S. MINIMUM 'BENCH MAXIM WIDTH SLOPE / / I /� / PROJECTED MAXIMUM ALLOWABLE / SLOPE DETERMINED BY / GEOTECHNICAL ENGINEER / NOTE: CLAYS, SILTS, LOAMS, OR / NON -HOMOGENEOUS SOILS / REQUIRE SHORING AND � BRACING * ALTERNATE SYSTEM � } \ � ; O] CD p N w V1 z Y Y O U h' � m x � p •- N Z p (/� U OC GENERAL NOTES 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, '!BENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TD INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4.IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7. IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 8. MEASURE °PERMANENT TIMBER TRENCH SHORING" BY LINEAR F00T OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11. TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN, 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. � 0 13. TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD a FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 16. SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A SOLID ROCK, SI-TALE OR CEMENTED SAND &GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 1 D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 i6. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING Up o �` J � r m Z'^ W `� ~ z � z � � z Wa �nN W w p}, X T Z z X F 01 � a W F M s Z; ati°? Wo � O � � � �j I- t 1,?� ISSUED FOR AO REVIEW --------- © 01/07/09 REVISE PER __ _ CITY_C_OMMEN_TS Q Ot./15/09 REVISE PER _ ___ CITY_COMMENTS 0 Ot/30/09 REVISE PER ARCHITECTS COMMENTS �E of rF`<�� • �/ e *.:..................: �.� � RANDALL J. USKA 1... �......................I ,��AL • --.6�f; � � °f ��G�CEJ��1 JjJ,M€CD 1 � LVuu �u DRENCH SAFTEY Y Joe No: 08-339 � REV, D /� PROPOSED NEW PARK FACILITY FOR 1�EST SIDE PARK La Porte, Tezas 3600 Canada Road, 77571 �� RANDALL -� PORTERFIELD ARCHITECTS. INC. A.I.A. A Rp ��REO p � y/� ti w m�� Y + � �t Sj. 833 Q� ql� AEI' OF 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.392.8880 281.318.6920 faa Revisions NO. DATE DESCRIPTION Q I/30/09 REVISIONS FOR ADDENDUM #1 �� JOB N0. 080813-oii CAD N0. DATE oll30/09 �� SHEE p 23 B 19 2009 FE OF: 2q By---...,_---._-. �� /f f PROPOSED NEIV PARK FACILITY FOR 1lrEEST SIDE PARK La Porte, Tezas 3600 Canada Road, 77571 �� RANDALL = PORTERFIELD ARCffiTECTS, INC. A.LA. A R� ��R6� ti, � �� w m �" � a � � D YY sT _; &s P� '�T f tF,'{� OF 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 ', 281.332.6880 281.316.6920 fas Revisions NO. DATE DESCRIPTION Q1 Oi/3D/09 REVISIONS FOR ADDENDUM #1 JOB N0. 080813-o1i CAD N0. DATE 01/30/oa SHEET .� � [� I �',� 24 FEB 19 20�9 OF: za BY ��2 �.. mm ,.... , ,... ,,.�,..,..o �_h ., :.� 1 ,., .:.. ,.. . �...: f �`�i :�: ::.:t. :..� :.y S �i, k; ..... .... . i ,. ... �i .. .. .: .._.. � .., .. , , F ... > �. '�" .. r.�...... �... .• r � g �.:, � ., ..., .,Z._ ...._ .. � i . ;, , ♦,' r r i � r . � . �j ., ,, ,, ; ,- ,, �� , ....., � . - _ .� , �II E r � ..:,N , r �v � } ,. r, ,.... ,. ,. ,,, ., , � �G/ �t ... \`YJ ��. / -. , , : '. .. ::..,': ....y f � ..f. ... .,. � ,�. � : �,,.. � , , _. ,, ..y ,. , _. , .: . 3 ,%; .��:_ .. �!�� ; � ,f;� �,%; REFER TO ... �. ,. �� OFi � I t � , _,. � . e ,,. ,t B � „ : , � .� EU102C,D . ,:.. , �i�j �('J� �� r �. ,.UNDE � � w :: U DECO �, z„ RGRO N NDUI �� __ € .. . . r� � � : e �, .. . r � r. .. „ . . r , :; , � .. ,. � . ..�,: ,.,, f _�; , �, : ,, �,. ,. ' , ;a:,,, •, .. .: E ' � � `� ,, f I.f � � C• �. S I ...... .... � bt�l E` ,,,..., .., rl g....,y. S,c,<r f .:€ � �: �s rg to �; � �• , ,. ` . :„ : . n € � � _ ,1 € ; i _ � i— A20[ ,,,. � l .. 1 �: i .,. V �.... ` J �.. . n : m �` � 1 S\/ �' , 2 1 ,. .:;. , �... 2 / 7 3 c , ., �-: �., t / :.._ � � �� .� 3` P .: , ,, - \ ,�, ,y � / / ` a�\; `� ... '\ �, � -. � �. v w: .r 4 '. � ,x, , �� (, ,- ., �� ....... y/ ,:, � ,.., € % `,/ r/ � .....� ,,; � � ` /�DP — 0:f `ram -,-.. i � � i /t .� ,: a � v � _: _.. r. s /� � A 10 _ �, / � � � '� . _� _C � .,. r r � i �,� �0+� f r' ��\� � % ,. I , � .. Q� y€ '� ' ,, _.. ,, _ � �� /F�+ � M y �� :. _.._... / .s ^' �-'1 r� �, `� � � ,� � � �� t � 1 i . � t�� / ., \_ �_ .. DPA 100 4 �,�� / ' �� s� �_ ,,� ,. �, „: , \ .. a� � h. ,� . . _.... ,_ . , :.;� ....; � , �� c� , -. ; \ , . '- �i _. ,; ,.� O. ...:. _ , 3 � i �� < ,, „.; ,.. ,:... ,... ,.; 3.. HVt � ., z' ,,, ,. , :_.. �. a �� _ ,,,,... A6..0.... OA4 ,... : µ -::: ., i �: , j, . �._ .., ,. ,. ,. € i'""\ ELECTRICAL GENERAL NOTES PLUMBING GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS &GENERAL NOTES. 1. REFER TO DRAWING P1.01 FOR LEGEND, SYMBOLS &GENERAL NOTES. 2. REFER TO DRAWING E7.01 FOR ONE —LINE DIAGRAM. 2. REFER TO DRAWING P2.01 FOR PLUMBING PLAN. 3. REFER TO DRAWING E5.01 FOR ELECTRICAL DETAILS. 4. REFER TO DRAWING P3.01 FOR PLUMBING RISER DIAGRAM. 4. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 5. REFER TO DRAWING P4.01 & P4.02 FOR PLUMBING DETAILS. 5. ALL UNDERGROUND CONDUITS TO PARKING LOT LIGHTS WILL BE 1" SCHEDULE 6. REFER TO DRAWING P5.01 FOR PLUMBING SCHEDULES. 80 PVC. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS PRODUCTS OR EQUAL) PLUMBING KEYED NOTES EVERY 250'. O 2" DOMESTIC WATER LINE ENTRY TO BUILDING. REFER TO ELECTRICAL KEYED NOTES THE CIVIL DRAWINGS FOR CONTINUAl10N. O 4" SANITARY SEWER LINE ENTRY TO BUILDING. REFER TO NEW ELECTRICAL SERVICE TRANSFORMERS AND THE CIVIL DRAWINGS FOR CONTINUATION. POLE BY CENTERPOINT ENERGY. aNEW BUS WEAl11ERHEAD INSTALLED BY CONTRACTOR PER CENTERPOINT ENERGY REQUIREMENTS. ❑3 (2) 2" SCHEDULE 80 PVC DEMARC CONDUITS. ❑4 (1) 2" SCHEDULE 80 PVC PHONE CONDUIT. r, ` / / 5 ..F .. .< > � /l /V' \ \\ �'u { , `;: '� n...... ...e: %/ ♦ � S , i ,, r �.: ..,:. i / _. ;.� i ., € ;. ,� ,..... ,: ;, � ... i /� p �. � Al2 �\ i _, i .': .. i .;:,, _,.. .___._ ti _..... ., ., _ I , .. E .__.� ._...._... r... '� i .: t �,.,: ...., .. 005 ... ; r ' ... . 0 � OVERALL SITE PLAN SCALE: 1" = 60'-0" NO'fES� 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYNG LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. �: �_ BUILDING NORTH �� .�i� �i IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING � / `i PROPOSED NEW PARK FACIIdTY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6880 281.316.6920 faa _ �\\\ ,: ZPj�"OF"rF'rq 1 i S.. .,J` 'il * � *I�l �...:....................... �....j DAV[D W. DAY ...,.,.� �l� q.. 32421 i 1 � •.R � 1��::��EN— THE SEAL APPEARING ON iNiS DOCUMENT WFlS AUTHORIZED BY DAVID W. DAY, P.E., ON February 11,2009 1-30-2009 ISSUED FOR BID Revisions N0. DATE DESCRIPTION 1 /ii/0 ADDENDUM #1 JOB N0. 080813—ot1 CAD N0. DATE 1/30/09 IS' � i 9 2000 � FEB BY N1EP1�01 ELECTRICAL LOAD ANALYSIS EQUIPMENT CONNECTED LOAD BALL FIELD LIGHTING —CONNECTED 547.2 kVA PARKING LOT LIGHTING —CONNECTED LOAD 10 kVA MISC. PAVILION LOADS 30 kVA MISC EXTERIOR RECEPTACLES 10 kVA MISC. CONCESSION LOADS 30 kVA MISC. LOADS 180 kVA TOTAL 807.2 kVA NEW POLE (BY CENTERPOINT) NEW POLE MOUNTED TRANSFORMERS (BY CENTERPOINT ENERGY) (SIZED FOR 1200 AMP SERVICE) � � �� NEW BUS WEATHERHEAD (BY CONTRACTOR) 1200A., 480/277V. 30 J�...�ti DISTRIBUTION PANEL "MDP" NEMA 3R �T�17bt�f�� 1200N CABLE AND CONDUIT SCI-IEDULE CON��T� PARALLEL TAO PHASE NEUTRAL C#iOUND COlIDUIT 3ET5 P30 B 10 3 �4" S30 2 2 6 1 1 4" 150N 1 0 1 0 6 '�" 225N 350kcmil 350kcmil 4 :S" 300N 350kcmil 350kcmil 4 :S" 350N 500kcmil 500kcmil 3 3 ? 2" 1200N 600kcmil 600kcmil �4" 3 CONDUCTORS ARE SIZED FOR 75'C., TYPE THHW,THW,THVIN,XHNW,RHW REFERENCES: NEC TABLE 310.16 NEC TABLE 5 i250 POWERLOGIC DIGITAL METER 00% RATED MAIN BREAKER, GFI RATED Q 1 GENERAL NOTES 1. CABLE SHALL BE TYPE THHN—THWN 75'C COPPER, UNLESS NOTED OTHERWISE. 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) TVSS SCHEDULE MARK Mi�NUFACTURE MODEL LIEBERT ACCUGUIDE CABLE SIZE TVSS 1 LIEBERT SI025480YANCE 5 #6, 1 1/2" C 2 J� 5 INSTALLED PER CENTERPOINT I � /�� GNDT � �n �� . J / /,� REQUIREMENTS � 350A/3P � 300A/3P � 225A/3P 300A 3P 60A/3P 3/4" x 10' CU GROUND ROD RE: DTL. 2/E5.01 _ - �-�'" II II II � II II II II (3) 4"'SCHEDULE 80 PVC CONDUITS PROVIDED 8Y CONTRACTOR () 350N 300N 1225N (300N LIEBERT ACCUGUIDE CABLE DPA DPB DPC DPD 2—SECTION NEMA 3R NEMA 3R NEMA 3R NEMA 3R NSS-1 150N 150N 2 KVA � 2 KVA 2 KVA 2 KVA 480/120V � 480/120V 480/120V 480/120V - T7 - T8 - T9 - T10 P30 CCA P30 CCA P30 CCA P30 P30 CCA HVt MAINTENANCE CONTACTOR CONTACTOR CONTACTOR HV2 CONTACTOR BUILDING CABINET CABINET CABINET PAVILION CABINET BY MUSCO BY MUSCO BY MUSCO BY MUSCO P30 30 KVA 30 KVA 30 KVA 30 KVA 30 KVA 30 KVA 480, 30 480, 3D 460, 30 480, 30 480, 30� 480, 30 208/120V, 30 206/120V, 30 208/120V, 30 208/120V, 32 208/120V, 30 208/120V, 30 S30 - Tt S30 Tt S30 - T1 S30 Ti S30 Tt S30 Tt 1 1 1 1 1 1 LVt LV2 LV3 LV4 LVS LV6 MAINTENANCE ZONE "A" ZONE "B" ZONE "C" PAVILION ZONE "D" BUILDING NEMA 3R NEMA 3R NEMA 3R NEMA 3R IF THE APPROVED PLANS ARE f140DIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE iS OCCURRING L v PROPOSED NEVI PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �� RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGTJE CITY, TEXAS 77573 281.332.6880 281.316.6920 fas _ �... ,.'Z pt E. �F ..TF.rq ll S .•' S ( � .. i+: •.*It / DAVID W. DAY �/� �., 32421 r i I I�O,�::PFGI STER�;�. �' �4�.i t1,��s��«�N�`� IHE SEAL APPEARING L1N IIIIS DI7CUMEN7 WAS AUTFIORi ZED DY DAVID W. DAY, P.E., ON February ll, 2009 1-30-2009 ISSUED FOR BID Revisions N0. DATE DESCRIPTION 1 /t1/o ADDENDUM #i JOB N0. 080813-011 CAD N0. '� DATE 1/30/09 SHEET N0. �a OF: FEg 19 20�9 ay E1.01 i ". ft3� W �� ' r '. B _.. f ...fi._ , .; :: �.. .: , „� �� :r 1 ,, . �., .,... ,., . .:, , � . ..: , , :: { . , ,; �' .... .. � ��.� _� ,, � E, . f 1 _.. ,, � / ..� ,, r , .,... � 1 r' . , / ;� _ ' . ; ' / CA101-�� i" ., .. � � 1> 1 J � r 'i ..w .... �. ,, + r .. , . �.: .� : � 1 , �. / 1yy i € .:i 1 �.. .... ., ,t� , 1., • ,, A2 � 4 .. r ( z ,.• = � � # _.__ _..._w. ____... ' / ,` ___ 1., l� �,..�� . B1� ,� / , / 1 ,f li \ r 1. 1 .. .... ,,,,, ...... � i ..., ...... .,. ��'r 1. �� i \ CA1 DD 1 � � �\ CA105-� 1 l Atq 1 a�� '. s �.. V 1 ;t i � � ♦� � r I -t� '� C 103 �� A i ' � x_ ., 1 � ,. �B4 :, �� 1 '�� • ♦'tom V �,� 1 � a � 1 i is ,T� .. �. U i rs ,z Imo`, � � : A37�'1: � �; ,. `=.. 'mil � �a � _ 1 ,. ; _. ,._... ,.� € i ,., � , , � �. � .�- ♦ -� I l .._ _ 1 : =r / � �, f �• 1 i 1 ., .` ; 1' 1 � - / 2 CA10 � ',�' , :. i / ,.. �• �� / 1 ^.�U � .,�:...._ i,,. 3 r i I / V 'Z `y� /: i f �, "'� DPA CCA i �� .f 1. .. ... ., :� ,� I i J i.. ., ,. T;: h � t_.... ,. � J .. A.., l ♦. I I1 ♦ �`4rE...� ,, ,.-• r � ♦♦ ♦ ,_ ;,, � , u' � a. _ �., ... , _, , x _.__.............. ._....._ ..--.,:.,. _..._ �i� /, �... 3:; �` ti i• .,,. , `�'"1 /:. !`,� '�"u ,� t y i , .. <d� ..,; I•. :,:. .,;; �_,. B10�. ' \ ;: �, tf�i`1 . ,' � r, _ . ,, <.c r � ; '... � . !1 t tat t,= . _.. ..._ �. ♦ �_....... `, . ;.. is , , . C A107 f% -I: ., .✓ /- j; , 1� i � (♦ I.i I: � � �. , �,,, ,, �...... . i � � CA109 ♦ ♦ . .., �, ,. 1 ; �. . .. , .� -- A6CS ..�► /r � •„ 1 �o - � , .,. . , ,.... , , . ,i y=1 �j� x/ 1 3 ., 3 1 f 1. �, �....� 1 b ,...` 1 _A5 1 .,:, _ i * ; � �� 1 I � �, O� UNDERGROUND CONDUIT PLAN AREA "A" SCALE: 1" = 50'-0" r cf > � � � f E� I . ._., __...., •_,i r i, �r „ ,: . ,. !, ELECTRICAL GENERAL NOTES i. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS &GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE -LINE DIAGRAM. 4. REFER TO DRAWING E5.01 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL 80XES (BROOKS OR EQUAL) EVERY 250'. AREA A ' CONDUIT NO SIZE FROM TO ' COND LENGTH CKT DRAWING CA100 1' DPA A2 ?7# 1 0 330 DPA 7 11 1 5 9 / 3 RE EUi 01 CA10�� 1 1' A2 82 4# 1 0 140 DPA 1 3 5 RE EU1 01 CA102 2' _ DPA __ A3 � ___ 10#10 _.. _ m_ _ _ 170 DPA 13,1517/19,21 23/32,3436 RE:EU1 _. ; 01 CA103 1' A3 Al 7 #10 130 DPA 19 21 23/32 34 36 RE EUi 01 CA104 1' DPA 64 7#10 350DPA2,46/81012 _ RE:EU101 ; CA105 1 B4 81 4 1 # 0 100 DPA 8 10 12 RE EU1 01 CA106 1" DPA ...... ..W B3 ... 7 #10 x .� .�. 100 DPA 14 16 18/20,22 24 RE:EUi _ 01 CA107 1" B3 A6 4 #10 100 DPA 20 22 24 __ RE EU1 01 CA108 1" DPA _„ B6 __ 4 #10 275%DPA 26 28 30 RE:EU1 01 CA109 1 DPA A4........ 4 #10 _._ 150 DPA 25 27 29 RE:EU1 _ . 01 CA110 1 DPA A5 __ 7 #10 ; 160 DPA 31 33 35/44 46 48 RE EU1 01 CA 111 1' DPA B5 _.. 7 _. # 10 325 DPA 37 39 41/43 45 47 RE EU1 01 CA112 1 B5 B8 4 #10 125 DPA 29 31 RE EU1 01 CA113 1 DPA C2-SECURITY 4 #10 325 DPA 38 40 42 RE.EU1 01 CA114 1" DPA A15-SECURITY 4 #10 650 DPA 26 28 RE EU1 01 POLE FIXTURES KVA �,,. � _._ .._. _ ____a _.____ _- °A1 _ _.. 3-1500 6142. .AMPS 7.4 3-1500 7.4 A2 3-1600 _6142 6 142 7 4 __. ._ A3 �......._.. 3-1500 ._- .. 8142 ............ 7.4 ..___. .n......._ .... .._._. ......._......... _" ___ .. ..,. __. ._... .._... ..... .... A4 3 1500 6 142 7 4 1 1000 1 743 2.1 A5 3 1500 6 142 7 4 3-1500 6 142 7 4 __. A6 3-1500 6 142 _ 7 4 _. 1-1000 1743 21 B1 4-1500 9213 it.i ', B2 4 1500 9 213. 11 1 63� ��-- _ =4-1500 9.213: �� _ 11.1: B4 4-1500 9.213 11.1, _ _..___._� ... .._..___ _._ _ _ . _ 11.7694 _ ._ ... � 14.18 __._.w . __._.__ .._. ...._...._. . �.. _ _....__ .. ... ______. ....., ; B6 6-1500 500 11.7694€ 14.18, -B8 _.., ._._.__T 6-1500 _._._._ 11.7694: -.__ _._.._ 14.18, _.___. __.._ __.... .._ _____..__ - _.___... __�_ _; C2 :1-1000 1.743 2.1, =A15 1-1000 1 743: 2.1 .................. ............... ........... .............. ..: ._.._.._. ......_.......... ................... ,. .......... ,.. ...._._. ..............,.,. ............... ......... ......... ......... ....i NOTES 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 460V, 30 CIRCUITS. 3. ALL SECURITY LIGHTS FOR THE SITE ARE FED FROM PANEL DPA. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING PROPOSED NEw PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3600 Canada Road, 77571 ■' RANDALL ®PORTERFIELD ARCHITECTS,- INC. A.LA. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8680 281.318.6920 faz __ .� ..'ZPj �' �f "TF'r9 1, i*�� *lilt ! DAVID W. DAY / llf q. 32421 i .� 11�0,,::PfGISTERE�. �4`r� tl��S��:��.��N�� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED DY DAVID W. DAY, P.E., ON February I1,2009 1-30-2009 ISSUED FOR BID Revisions N0. DATE DESCRIPTION i /ii/0 ADDENDUM #1 JOB N0. 080813-011 CAD N0. DATE 1/30/09 SHEET N0. oF: oc��c�ot��D FEB 19 2009 B - EU 1. f � .' i 7'� � 3 . � ; .. � � . v`\ � `� ,. � .. / ,� /`� > � ' �, °F � -, i ` `, - _,` �r �..i .� �\�' _.. , � � �\ �/ / ;, 5�- f4 7 � � , ,/ �,�• ..:. C810 .�;:: ....`y i .:,t• r , , ,..... J �� _ ,. , , r: � 1 ,- J}�l^�(,�y� � �c6102 r ✓ �, �: i F / , I '3 . 1 IA4 � �i ., 4 Ij _�W _ C2 �oT � � '\Zr � > ,.,.,, �_ ' �� ., :.:�,. / � ,. '% '.. -�..! f, �� i � �, ,� -j, � � ,; ; ._ _,�, ,,.: ; :.: REFER TO UGHT FlXTURE SCHEDULE FOR POLE AND FlXTURE TYPES ANCHOR BOLTS: COAT ALL BOLTS CpppER LUGGEp THREADS, NUTS do WASHERS EXPOSED '+� POLE AT HANDHOLE CO D�GALVCAF�tER�LEV�EUNG "�C' BASE CO �3/4" CHAMFER ANCHOR BOLTS 3'-0'� FlNISHED GRADE y�_0• •:'RIGID STEEL CONDUIT cT— BRANCH CIRCUIT CONDUIT PVC CONDUIT 8'-0' � RIGID STEEL TO PVC CONNECTOR 3/4' X 10'-0' LONG — GROUND ROD ' . '. �2REIONC RCING RODS WITH ,f4 TIES 8 18' I VERIFY —INCREASE IF NECESSARY TO ACCOMMODATE POLE BASE 02 LIGHTING POLE FOUNDATION NOT TO SCALE EPC001.DWG ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS &GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.07 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. NOTES 0 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. � 1. PROVIDE OVERALL DIMENSIONS FOR EACH STRUCTURE WITH SUBMITTALS TO VERIFY THAT ALL EQUIPMENT FITS ON STRUCTURE IN A CODE APPROVED WORKMAN —LIKE MANNER. 2. ALL FASTNERS AND HARDWARE SHALL BE NON—CORROSSIVE METALS AS APPROVED, HDG OR STAINLESS STEEL. 3. STRUCTURE SHALL COMPLY WITH TEXAS WINDSTORM REQUIREMENTS AND LOCAL BUILDING CODES. 4. ALL EQUIPMENT TO MEET MINIMUM NEMA 3R REQUIREMENTS 01 ;EQUIPMENT RACK NOT TO SCALE WITH CONCRETE (TYP.) '•) X 10' (TYP.) LUNG TREATED fF THE APPROVED PLRNS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING L �..� PROPOSED NE'A PARK FACILITY FOR WEST SIDE PARK La Porte, .Texas 3800 Canada Road, 77571 RAIVDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas OF, TEkq r �P"CE. t i S.•'' .,• f ti %*� *'tll / DAVID W. DAY / Ott q. 32421 :' ti�OF`E:�FG7STERE�'�F�`,:� 1�� SIONP.L EN�`� THE SEAL APPEARING UN THIS DUCUMENT WAS AUtHURIZED BY DAVID W. DAY, P.E., ON February 11,2009 1-30-2009 ISSUED FOR BID Revisions NO. DATE DESCRIPTION 1 /it/0 ADDENDUM #1 JOB N0. 080813-011 CAD N0. DATE 1/30/09 ._, , SHEET N0. ' ' r�:;� L � ; DE79 OF: �By _ EU 1- 02B __. ,. _� ,�, � ,. .. ,.. I < �. . �. _. ,� � ,. � �. ��z. � .. ;' ;� ! � .. ,� B16•C <., { ,.. ,.. ..., . \��; �✓� ,.chi _\ / .. , ,., ,, � . _ \. .,.. , ,. r 9 .. � , ' ,� tip., �. , � � , . �:._ v _ CD1os � ' ji; �.; �;�� i; �� 61 ..j; "�"' ;; W c, e-'7 �� I ., ; t NOTES 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 3N CIRCUITS. c F �,� + � I, / ... <;, � � �� _� ♦ , � ,// .,' I I } � i I � ♦ �, , I � �. � � � t i ,, ;A1� v � _�.� ___�__. �/ �/ I� � �., ,_ r.. l � .. •, 4?J �C''�j g i ♦� � ., � �` ,. �� ti7J S > CD105 ` �- � _ , � CD103 / \ � � � �_ I �.r � . ' , s •. I � 3 .., �� . ....... , . ; i .. �, t C `) � / �\� , 100 / L. Cp ;'� _ ..... ,. .� � �� \ / /� til / - / , A1�� ': Ot , - � � , 1 �� `` fCD / / 4 4 , � �� '. I � V'�� _. ♦�i � �..� �. �. �., �, � a r 3 � -. ,.,,., � / ,.... � ; ;i I , I �y.�., .. � i,., ; , � ! F i�. O� UNDERGROUND CONDUIT PLAN AREA "D" SCALE: 1" = 50'-0" ELECTRICAL GENERAL NOTES 1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS &GENERAL NOTES. 2. REFER TO DRAWING MEP1.01 FOR OVERALL SITE PLAN. 3. REFER TO DRAWING E1.01 FOR ONE —LINE DIAGRAM. 4. REFER TO DRAWING E5.01 & E5.02 FOR ELECTRICAL DETAILS. 5. REFER TO DRAWING E6.01 FOR PANEL SCHEDULES. 6. CONTRACTOR TO INSTALL PULL BOXES (BROOKS OR EQUAL) EVERY 250'. NOTES 1. CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LENGTHS. 2. ALL BALL FIELD LIGHT POLES ARE FED WITH 480V, 30 CIRCUITS. w1 UILDING NORTH �� IF THE APPR01tED PLANS `' ARE MODIFIED, A NE11V SUBMITTAL `_. TO THE CITY IS REQUIRED PRIOR TO THE CFIANGE IS OCCURRING �, r; ��:.. �' �` � �,. S. ,/ PROPOSED ivEw PARK FACILITY„P+OR WEST SIDE. PARK La Porte, texas 3600 Canada Road;�77571 1 ar. ra , a _.• �i2ANDAL® PORTERFIELD INC A.LA. �r�'ARCIiITE�,TS, _,, a� � -, �� , '1 .. �y Ge. - ' �,AA � � �:.; �� , �, ��, �'..: 4'w^2. k.. 'aY::i 45 yT �'A G `� �t , 585 FM 270 NORTH LEAGUE CP1'Y, TEXAS 77573 281.332.0000 281.310.8920 fax f.� . ,:: i. �,�. NF rF�q � � ZP��' it i S �" t :t 11 i * ,. .. t, "3a421 �� '1'i 1t1�0.� �.. .'� �eG7STERE� �4,`",% 4��` l�Ffs.. � N�1— \��ONA�E� �. un...� � iHC SEAT APPI ARING tIN THIS DIICUNENT WAS AUIHIIRi71'D.3Y DAVIDW. DAY, P.E., I7N ' lebruary t112004, 4 9 ,......., ;-.. u^' 1-30-2009 ISSUED FOR BID Revisions t;' .+NO. DATE DESCRIPTION 1 /it/09 ADDENDUM #1 JOB N0. 080813-011 ` CAD N0. DATE 1/30/09 SHEET NO D � [� C �' � [� FEB 19 2009 O OF: By EU 1.03C, D �f» a `A I' 65,000 AIC Racing Lighting Class Panelboard DPA Existing X New 27-g430 Volt,3-Phase,4Wire 2 Section 3R -Nema Ratin MCB 350 AMP MC6 MLO 400 AMP BUS (Copper) ISO. GRND. BUS Single Double X Feed - Thru Mounting X Surface Flush tJo[°a Loatl (VA) Do°orlptbn Typ° Wlre CB �� PH �� Ca Wlre Type Oeaorlpeon i Loatl (VA) Notoa 92t3 PCLE 02 L 10. 20/3 t A 2 20/3 t0 L POLE 64 92t3 L t0 3 B 4 t0 L L 10 5 C 6 - 10 L ___ __ � �� et42 POLE A2 L 10 20/3 7 A a 20/3 t0 L POLE Bt 8273 L 70 9 B t0 t0 L L 10 tt C t2 t0 L at 42 PDLE A3 L t0 2p/3 t3 A t4 20/3 t0 L �-E B3 9213 L t0 t6 B t8 t0 L L t0 t7 C t8 t0 L Bt42. POLEAt-PNi01 L t0 20/3 t9 A 20 20/3 t0 L POLE AB et42 L 10 2t B 22 t0 L L 10 23 C 24 t0 L at42 POLE A4 L 10 20/3 26 A 26 20/3 10 L POLE Be t1788 L t0 27 B 2e t0 L L 10 29 C 30 10 L 6t42 FOLEA6-MUSTANG t L t0 20/3 3Y A 32 20/3 t0 L POLEAt-PNTO2 Bt42 L to 33 B 3a to L L t0 35 C 39 t0 L t t7aH POLE BS L t0 20/3 37 A 36 20/3 t0 L A4,A6,At6,C25�LIFlaV 2872 L t0 38 B 40 t0 L L t0 4t C 42 t0 L 1 t769 L t0 20/3 43 A 44 2 3 t0 L �.i.� 5- A 2 at42 L 10 46 B 46 t0 L L to a7 c 4a to L Bt42 POLEA6-bA13T'ANO2 L t0 20/3 48 A 60 60/3 8 SP T3 -r0 LV3 45000 L 10 6t B 62 6 BP L 10 63 C 64 B EP 88800 HVt °M14 M.BLIX3 BP t/O 160/3 66 A 66 sP vo s7 B sa SP 1/O 6B C 80 et A e2 e3 B 84 s5 c ee 87 A BB ee B 70 7t c 7z 73 A 74 _ 76 B 76 ,,,, n c 7S 79 A 60 at a ez ea c ea t68,203 Subtotal Subtotal tas,aoe N. (2005 ad type nn. Fct. Dears ty .C. (2005) Conn. ct. D ears ty 220.44 220.56 220.60 220.60 220.60 (R) Recept. O (K) Kitchen O t00% (C) Cooling O O% (H) Heating O O% (F) Fans O 100% M Mlac. O t00% O O O O O O 2t 0.20(a) (L) Lg ting (EL) Ext. Ltg. 820.t4 (E) Elevators (WH) Water Ht. 220.60 (MT) Lrg. Mot. SP Sub Panel t30,408 O O O O t44,600 t25% 763,Ott t25% O t00% O 100% O 125% O 100% 144,600 Total Connected Loed 275,009 VA � 330.9 AMPS Location of Panel: ELECTRICAL ROOM E7 t7 Total Load (Dieerelfled; 307,ett VA m 370.2 AMPS 65,000 AIC Rating ', Lighting Class Panelboard DPD Exiating X New 277/480 Volt,3-Phase,4-Wire 2 Section 3R -Nema Rating X MCB 300 AMP MCB MLO 400 AMP BUS (Copper) ISO. GRND. BUS X Singie Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wlre C8 CKT PH CKT CB Wire Type ____ Oescrptlon Load (VA) Notes 6141 PDLEAI4 L 10 20/3 i A 2 20/3 10 L PDLEBI4 9213 3 B 4 5 C 6 9213 FULEBI5 L 10 20/3 7 A 8 20/3 10 L POLEBI7 9213 9 B 10 11 C 12 6141 FI�LEA13-SHEMNDI L 10 20/3 13 A 14 20/3 10 L POt-EA15 6141 15 B 16 17 C 18 9213 PCLEBI6 L 10 20/3 19 A 20 20/3 10 L PCLEAI3-SHEIUIND2 6t41 21 B 22 23 C 24 30000 30KVA XPtvH, T6 SP 8 50/3 25 A 26 225/3 4/0 SP HV2 PAVLIDN 149400 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 Subtotal Subtotal ieo,loe so,7oe N.E.C.(2005) Load Type Conn. Fct. Diversity N.E.C.(2005 210.20(a) 620.14 220.50 Conn. (L) Ughtfng 61,416 (EL) Ext. Ltg. 0 (E) Elevators 0 (WH) Water Ht. 0 (MT) Lrg. Mot. 0 (SP) Sub Panel 179,400 Fct. 125%p 125% 100% 100% 125% 100% Diversity 76,770 0 0 0 0 179,400 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 0 0 0 0 100%p 0% 0% 100%p 100°/p 0 0 0 0 0 0 Total Connected Load 240,816 VA = 289.8 AMPS Total Load (Diversified; 256,170 VA = 308.3 AMPS Location of Panei: 45,000 AIC Rating Lighting Class Panelboard LV4 Existing X New 120/208 Volt,3-Phase,4Wire 1 Section 1 -Nema Rating X MCB 100 AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surtace Flush Notes Load (VA) Description Type Wire CB CKT PH CtR CB Wire Type Description Load (VA) Notes 925 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 20/1 3 B 4 20/1 20/i 5 C s 20/1 20/1 7 A a 20/1 _ 20/1 9 B 10 20/1 20/1 t1 C 12 20/1 --- 20/1 13 A 14 20/1 20/1 15 B 16 20/1 20/i 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 ---- 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 925 Subtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. 0 (K) Kitchen 0 (C) Cooling 0 (H) Heating 0 (F) Fans 0 (M) Misc. 0 0 100°/p 0 0°/p 0 0%, 0 100%p 0 100°/p 0 210.20(a) 620.14 220.50 (L) Lighting 925 125% 1,156 (EL) Ext. Ltg. 0 125% 0 (E) Elevators 0 100% 0 (WH) WaterHt. 0 100% 0 (MT) Lrg. Mot. 0 125% 0 (SP) Sub Panel 0 100% 0 Total Connected Load 925 YA = 2.6 AMPS Total Load (Diversified; 1,156 VA = 3.2 AMPS Location of Panel: ZONE "C" Lighting Class Panelboard DPB 65,000 X AIC Rating Exiating New 277/480 VoIt,3-Phase,4Wire 1 Section 3R -Nema Rating X MCB MLO 300 400 AMP AMP ISO. MCB BUS (Copper) GRND. BUS ' X Single Deubie Feed - Thru Mounting X Surface Flush Notes Load (VA) Description T ype _ Wire CB CICr # PFI CKT # CB Wire Type Descr�Uon Load (VA) Notes 12285 _ POLE /18 L 10 20/3 1 A 2 30/3 10 L POLE C3-PALOMINO 18426 3 B 4 5 C 6 15354 POLE B10 L 10 20/3 7 A e 20/2 10 L POLE C2-PONY 12285 9 B 10 11 C 12 12285 POLE A7-PONY L 10 20/3 13 A 14 30/3 10 L POLE B11 21498 15 B 16 17 C 18 12285 POLE A7-PALOMIN L 10 20/2 19 A 20 20/3 10 L POLE C1 12285 21 B 22 23 C 24 15354 POLE 89 L 10 20/2 25 A 26 20/3 10 L POLE A9 12285 27 B 28 29 C 30 18426 POLE C4 L 10 30/3 31 A 32 30/3 10 L POLE B7 21498 33 B 34 35 C 36 30000 30KVA XFRM, T2 SP 8 50/3 37 A 3e 20/3 SPARE 39 8 40 Subtotal 41 C 42 Subtotal 115,989 98,277 N.E.C. (2005) Load Type Conn. Fct. Diversity .E.C. (2005 Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 0 0 0 0 100% 0°/, 0°/, 100%p 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 184,266 0 0 0 0 30,000 125% 125%p 100% 100% 125% 100% 230,333 0 0 0 0 30,000 Total Connected Load Total Load (Diversified; 214,266 260,333 VA = VA = 257.8 AMPS 313.3 AMPS Location of Panei: 45,000 AIC Rating Lighting Class Panelboard LV2 Existing X New 120/208 Voit,3-Phase,4Wire 1 Section 1 -Nema Rating X MCB 100 AMP MCB X Singie MLO 225 AMP BUS (Copper) Double ISO. GRND. BUS Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wlre CB CKT PH CfCT CB Wire Type Description Load (VA) Notes 645 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 12 L CONTACTOR CAB. 645 12 20/1 3 e 4 20/1 12 20/1 5 C 6 20/1 12 20/i 7 A 8 20/1 12 20/1 s B 10 20/1 20/1 ti C 12 20/1 20/1 13 A 14 20/1 20/1 is B 1s 20/1 20/1 17 C 18 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 8 34 35 C 36 __ 37 A 38 39 8 40 41 C 42 _ _ 645 Subtotal Subtotal 645 N.E.C.(2005) Load Type Conn. Fct. Diversity N.E.C.(2005 Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 0 0 0 0 100% 0% 0%, 100% 100°/p 0 210.20(a) (L) Lighting 0 (EL) Ext. Ltg. 0 620.14 (E) Elevators 0 (WH) Water Ht. 0 220.50 (MT) Lrg. Mot. 0 (SP) Sub Panel 1,290 125°/p 1,613 0 125% 0 0 100% 0 0 100% 0 0 125% 0 0 100% 0 Total Connected Load 1,290 VA = 3.6 AMPS Location of Panei: ZONE "A" Total Load (Diversified; 1,613 VA = 4.5 AMPS 45,000 AIC Rating Lighting Class Panelboard LV5 Existing X New 120/208 Volt,3-Phase,4Wire X MCB 100 AMP MCB 1 Section MLO 225 AMP BUS (Copper) 1 -Nema Rating ISO. GRND. BUS X Single Double Feed - Thru Mounting X Suriace Flush Notes Load (VA) Description Type Wire CB CKT # PH CKT # CB Wire Type Descripton Load (VA) Notes 645 CONTACTOR CAB. L 12 20/1 1 A 2 20/1 20/1 3 e 4 20/1 20/1 5 C s 20/1 20/1 7 A B 20/1 20/1 s B io 20/1 20/1 11 c 1z 20/1 20/1 t3 A 14 20/1 20/1 15 B 16 20/1 20/1 n C 16 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 .._..-..._..--- 31 A 32 33 B 34 35 C 36 37 A 36 39 B 40 41 C 42 645 Subtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans (M) Misc. 0 0 100°/, 0 0% 0 0% 0 100% 0 100% 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 645 0 0 0 0 0 125% 806 125% 0 100% 0 100%p 0 125%p 0 100°/p 0 Total Connected Load 645 VA = 1.8 AMPS Total Load (Diversified; 806 VA = 2.2 AMPS Location of Panei: ZONE "D" 65,000 AIC Rating Lighting Class Panelboard DPC Existing X New 277/480 Voit,3-Phase,4-Wire 1 Section 3R -Nema Rating X MCB 225 AMP MCB MLO 250 AMP BUS (Copper) ISO. GRND. BUS X Singie Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Descdpton Type Wire CB CKi PH CKT CB Wire Type Description Load (VA) Notes t2284 POLEAII L 10 20/3 1 A 2 20/3 10 L FOLE q 9213 3 B 4 5 C 6 t2284 FOLE812-BRONC01 L 10 20/3 7 A 8 20/3 10 L FOLEC5 9213 9 8 10 11 C 12 12284 POLEq-BRONCOI L 10 20/3 13 A 14 20/3 10 L POLEBI2-BRONCO2 12284 _ 15 B i6 17 C 18 12284 PCLEAIO-BRONC01 L 10 20/3 19 A 20 20/3 10 L P�LEA72 12284 21 B 22 23 C 24 12284 PDLEAIO-BRCNJCO2 L 10 20/3 25 A 26 20/3 10 L POLE873 12284 ' 27 B 28 ---� 29 C 30 9213 PDLEq L 10 20/3 31 A 32 20/3 10 L POLEC7 9213 33 B 34 35 C 36 30000 30KVA XFNi�, T4 SP 6 50/3 37 A 38 20/3 SPARE 39 B 40 41 C 42 100,633 Subtotal Subtotal sa,asl N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005 Conn. Fct. Diversity 220.44 (R) Recept. 220.56 (K) Kitchen 220.60 (C) Cooling 220.60 (H) Heating 220.60 (F) Fans (M) Misc. 0 0 0 0 0 0 100%, 0%p 0% 100% 100°/p 0 0 0 0 0 0 210.20(a) 620.14 220.50 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 135,124 0 0 0 0 30,000 125% 125% 100% 100% 125% 100°/p 168,905 0 0 0 0 30,000 Total Connected Load 165,124 VA = 198.7 AMPS Total Load (Diversified; 196,905 VA = 239.4 AMPS Location of Panel: 45,000 AIC Rating Lighting Class Panelboard LV3 Existing X New 120/208 Voit,3-Phase,4Wire 1 Section 1 -Nema Ratin X MCB 100 AMP MCB MLO 225 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Descriptoh Type Wire CB CICT PH qCT CB Wire Type Description Load (VA) Notes 925 CONTACTOR CAB. L 12 20/1 i A 2 20/1 20/1 3 B 4 20/1 20/1 5 C 6 20/1 20/1 7 A 8 20/1 20/1 9 B to 20/1 20/1 11 C 12 20/1 20/1 13 A 14 20/1 20/1 15 B 16 20/1 20/1 t7 C 16 20/1 19 A 20 21 B 22 23 C 24 25 A 26 27 B 26 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 925 Subtotal Subtotal 0 N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005) Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. 0 (K) Kitchen 0 (C) Cooling 0 (H) Heating 0 (F) Fans 0 (M) Misc. 0 100% 0% 0%4 100% 100% 0 210.20(a) 0 0 620.14 0 0 220.50 0 (L) Ughting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 925 0 0 0 0 0 125% 125% 100% 100% 125°/p 100°/p 1,156 0 0 0 0 0 Total Connected Load 925 VA = 2.6 AMPS Total Load (Diversified; 1,156 VA = 3.2 AMPS Location of Panel: ZONE "B" iF THE APPROVED PLANS APSE [4�ODIFIED, A NEVI SUBMIITAE I 0 THE CH NGE IOS OCCURRING GENERAL NOTES 1. CABLE SHALL BE TYPE THHN-THWN 75'C COPPER, UNLESS NOTED OTHERWISE. 2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE � ( �( WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A) "�" �( (1) & (2)• IF THE APPRQVED PLANS ARE f1tODiFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING � / �... PROPOSED NEiY PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 �1 RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.992.8880 281.318.8920 taa ��PZE. Of TF�� it rS.�' �'•.J' 1 i .. / DAVID W, DAY / iti�.�f;SfGISTER� �`�F�`�i THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DAVID W. DAY, P. E„ ON March 3, 2009 3-03-2009 Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE 3/03/2009 SHEET N0. OF: E6.01 L PROPOSED NEIY PARK FACILITY FOR WEST SIDE PARK La Porte, Texas 3800 Canada Road, 77571 :. ,. , � ��,, � R�Nll�I,L � F TERFIELD ARCH INC. A.I �� c, a � 4 „� � ,s^� e� ^� n � � �:, �i �� f �. �' E.,.y.�s _�.f�.x- �x�� +e,n 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa �.�� = '(C Uf TF �l ^'�PYy i� ............: � S.•'� '•.s 1 / DAVID W. DAY / �!� A.. 32421 � i l�\SSrONAL ENV1� ��.�� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHURIZED HY DAVID W, DAY, P. E, , ON March 3,2009 3-03-2009 Revisions N0. DATE DESCRIPTION JOB N0. 080813-011 CAD N0. DATE 3/03/09 SHEET N0. OF: E5- 01