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HomeMy WebLinkAboutFAIRMONT PARK SPLASH PARK PARKING LOT SITE PLAN5 ml m Project Location Ma, p NTS ;m lamm FINAL DESIGN JUNE 2016 SHEET INDEX 1 COVER 2 GENERAL NOTES 3 LAYOUT PLAN 4 GRADING PLAN 5 DEMOLITION & SV & DETAILS (PPP PLAN SEP 7. 0 2016 LYLE & PEROSSA ENGINEERING TBPE REG. NO. F-16997 PH. (832) 803-7386 ALT. PH. (713) 859-3392 11�11HOUSTON, TEXAS 1 www.lyleperossaengineering.com YF% .................... HEATH R. LYLE '0 .... 000 102946 6/24/16 PN: 001-16-003-01 1 SHT 1 OF 5 I NATURAL GROUND 4'-0" (MIN.) 4 1 /2" CONCRETE SIDEWALK (TYP.) CROSS SLOPE 1:48 MAX. * 1. SET SUPPORTS AND EXCAVATE 4 IN. X 6 IN. TRENCH UPSLOPE ALONG LINE OF SUPPORTS. -SPACING /J 4 FT. MAX FOR UNREINFORCED FENCE. 6 FT. MAX FOR REINFORCED FENCE. 3. ATTACH SILT FENCE FABRIC TO WIRE FENCE AND EXTEND INTO THE TRENCH. SILT FENCE FABRIC 2. SECURE WIRE FENCING TO 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. F�V EXTEND SILT FENCE FABRIC INTO TRENCH. WIRE OR PLASTIC GRID MESH ECTION _S/ CONSTRUCTION NOTES: 1. INSTALL SILT FENCE PER PLAN AND UPSTREAM OF ALL DRAINAGE CHANNELS AND INLETS. X—RSF �X . s REINFORCED SILT FENCE SYMBOL X. SF —X — — SILT FENCE SYMBOL STD. SWPPP DETAILS MATCH EXISTING GRADE 'NA��' 2" COMPACTED 6" 3" SAND BEDDING (TYP.) (TYP.) COMPACTED SUBGRADE #3 @ 18" C.C. —1 1— 3 — #3 MIN. LAP LENGTH = 16" TYPICAL SIDEWALK SECTION NTS * SIDEWALK SLOPES SHALL COMPLY WITH THE TEXAS ACCESSIBIUTY STANDARDS 403.3 'SLOPE" GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT THE PROJECT SITE, CONTRACTOR PROPERTY, EQUIPMENT, AND WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION DIRT AND DEBRIS AT CLOSE OF EACH WORK DAY. 4. THE CONDITION OF THE ROAD AND/OR RIGHT—OF—WAY, UPON COMPLETION OF THE JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH CONCURRENCE FROM THE FIELD ENGINEER, SHALL DETERMINE HIS/HER LAY —DOWN AND/OR STAGING AREA LOCATIONS. 6. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS PRIOR TO BLOCKING DRIVEWAYS OR ENTERING UTILITY EASEMENTS. 7. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND PEDESTRIAN ACCESS FACILITIES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 8. THE CONTRACTOR SHALL REMOVE ANY FENCES, POSTS, MAILBOXES, PLANTERS, PERMANENT TRASH CONTAINERS, CULVERTS, ETC. OR SECTIONS THEREOF, THAT ENCROACH WITHIN THE COUNTY'S RIGHT—OF—WAY. NOTE: PRIOR TO CONSTRUCTION, THE PROPERTY OWNER WAS PAID TO RELOCATE OR REPLACE THESE ITEMS OUTSIDE OF THE COUNTY'S RIGHT—OF—WAY. IF THE OWNER HAS FAILED TO DO SO, THE CONTRACTOR WILL REPLACE THEM WITH THE MINIMUM LEVEL OF QUALITY NEEDED TO SECURE THE PROPERTY AND/OR MAINTAIN MAIL DELIVERY. IN THAT CASE, PAYMENT FOR THESE INSTALLATIONS WILL BE INCLUDED AS EXTRA WORK ITEMS OR AS OVERRUNS TO EXISTING PAY ITEMS. ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS LOCATED OUTSIDE OF THE COUNTY'S RIGHT—OF—WAY, SHALL BE REPLACED WITH UKE—KIND OR BETTER AT THE CONTRACTOR'S EXPENSE. ALSO, IF THESE ITEMS ARE LOCATED WITHIN THE PROJECT RIGHT—OF—WAY AND ARE DESIGNATED TO REMAIN, ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS, SHALL BE REPLACED WITH UKE—KIND OR BETTER AT THE CONTRACTOR'S EXPENSE. TREES, BUSHES, SHRUBBERY AND OTHER DAMAGED PLANTINGS DESIGNATED TO REMAIN SHALL BE REPLACED WITHIN 72 HOURS OF REMOVAL AND ARE TO BE THOROUGHLY WATERED —IN. NO SEPARATE PAY. 9. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM DAMAGE BY TRACKED EQUIPMENT. 10. IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY. 11. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKING NOTES TO BE PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHALL MAINTAIN UPDATED RED—UNED RECORD DRAWINGS ON SITE FOR INSPECTION BY THE ENGINEER. 13. MOWING, MAINTENANCE, AND CLEAN—UP OF THE PROJECT SHALL MEET THE REQUIREMENT OF SPECIFICATION ITEM 560 (NO SEPARATE PAY). MOWING, MAINTENANCE, AND CLEAN—UP IS REQUIRED FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN THE PROJECT LIMITS. 14. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO COMPLETE THE WORK SHALL BE INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIAL ON —SITE OR AT A SECURED OFF —SITE LOCATION AT NO ADDITIONAL EXPENSE TO HARRIS COUNTY. ANY SUITABLE EXCAVATED MATERIAL ON THE PROJECT WHICH IS AVAILABLE AT THE TIME OF NEED; WHETHER FROM STORM SEWER, ROADWAY, AND/OR CHANNEL EXCAVATION, SHALL BE USED BEFORE BORROW IS BROUGHT ON —SITE. 16. MANHOLES, JUNCTION BOXES, INLETS, AND RISERS ARE TO BE PRE —CAST OR CAST IN PLACE. 17. THE CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION TO HAVE ALL UNDERGROUND unUT1ES MARKED PRIOR TO CONSTRUCTION. CENTERPOINT ENERGY NOTES CAUTION: UNDERGROUND GAS FACILITIES Locations of CenterPoint Energy main lines (to include CenterPoint Energy, Intrastate Pipeline, LLC. where applicable) are shown in an approximate location only. Service lines are usually not shown. Our signature on these plans only indicates that our facilities are shown in approximate location. It does not imply that a conflict analysis has been made. The contractor shall contact the Utility Coordinating Committee at (713) 223-4567, 1-800-669-8344 or 811 a minimum of 48 hours prior to construction to have main and service lines field located. • When CenterPoint Energy pipe line markings are not visible, call (713) 945-8036 or (713- 945-8037 (7:00 a.m. to 4:30 p.m.) for status of line location request before excavation begins. • When excavating within eighteen inches (18") of the indicated location of CenterPoint Energy'... facilities, all excavation must be accomplished using non —mechanized excavation procedures. • When CenterPoint Energy facilities are exposed, sufficient support must be provided to the facilities to prevent excessive stress on the piping. • For emergencies regarding gas lines call (713) 659-3552 or (713) 207-4200. The contractor is fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. WARNING: OVERHEAD ELECTRICAL LINES Overhead lines may exist on the property. The location of overhead lines has not been shown on these drawings as the lines are clearly visible, but you should locate them prior to beginning any ' construction. Texas law, Section 752, Health & Safety Code forbids activities that occur in close proximity to high voltage lines, specifically: • Any activity where person or thingsmay come within six(6) feet of live overhead high voltage lines; and • Operating a crane, derrick, power shovel, drilling rig, pile driver, hoisting equipment, or similar apparatus within 10 feet of live overhead high voltage lines. Parties responsible for the work, including contractors are legally responsible for the safety of construction workers under this law. This law carries both criminal and civil liability. To arrange for lines to be turned off or removed coil CenterPoint Energy at (713) 207-2222. ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE or EASEMENT PROPERTY No approval to use, cross or occupy CenterPoint fee or easement property is given. If you need to use CenterPoint property, please contact our Surveying & Right of Way Division at (713) 207-6248 or (713) 207-5769. PROP. 3" ASPHALT SURFACE COURSE 2' BEYOND EDGE EXISTING OF PVMT (TYPICAL) ASPHALT & BASE PROP. 8" RECYCLED PROP. SUBGRADE TO BE CRUSHED CONCRETE BASE 6" LIME STABILIZED, 8% TYPICAL ASPHALT PAi KM LOT PAVE ff SECTION LYLE & PEROSSA ENGINEERING /*. '.*� �'Ir * j TBPE REG. NO. F-16997 oo PH. (832) 803-7386 ALT. PH. (713) 859-3392 ivEF��" HOUSTON, TEXAS 11\Ewww.lyleperossaengineering.com SEP 2 0 2016 CITY OF LA PORTE FAIRMONT PARKING LOT PROJEC GENERAL NOTES & DETAILS DRAWING SCALE ( SURVEY HOR. 1"=20' ( CIVIL CONCEPTS PN: 001 —16-003-01 1 SHT 2 0F 5 \ N N N •9T F,p / - > .aP�F,R �P�ER S . M.H. TOP 17.1 60" SW/ FL8.9 / 101 60" NEFL8.9 © 4"9T 18" EFL 11.9 F'P INLET APPROX. LOCATION / �P.�ER FND. 3/4" I.P. 18" W6FL 12.0 N12" WATER LINE 22' PINE APPROX. LOCATION AS SHOWN ON MAP ARK SIGN 7Y 12" WATER LINE PROVIDED BY THE / 18" PINE TH AS SHOWN ON MAP CITY OF LA PORTE ��R ,i+e. / 'P PROVIDED BY THE CITY OF LA PORTS DER / 60' ROW C0NQ�WP v �/j/_ i7 ♦ 80' ROWN \ � f, - ,.,- ASPHALT \ C WPZER / /� /y \ y30" OAK ♦ PINE � i vU NN (ELECITRIC) ,�pP`IE�`F'N� PINE N7 P / gTeR\ ` ♦ , OOOO •9T ORANGE PAINT y GONG / Wq reR 24't>♦ F,Q STRIPING gyp,"( n 1 TREE ♦\\\� (TELECOM) %� IL'DISPENSER i6" OAK � 1� � LYLE & PEROSSA ' q :�� ' s9'// ENGINEERING APPROX. LOCATION /�yq reR ! TFR j*; 's*ORANGE PAINT 8" WATER LINE / ~ / T PH 83 803�3g697 (TELEC M) G SR MAPS OF LA PORTS` ♦ / 24 OAK C.L 12" RISER // ' ALT. PH. (713) 859-3392.F. �1 G/IVE ER�'� HOUSTON, TEXAS to 6^ SAN• SWR 2,,. + o z 30" OAK �~ www.lyleperossaengineering.com 48"OAK 11 SPACES .) L•_ 5' 16 SPACES ♦ R15' �c� A9 TO NW .8F .138 A 18, , ��Ftil �,�P•�6 OF T 41 t 6' NE FL 13.7 R5' R525 R25' R25' ♦ ..............................::*.. 9' 9' 24' r•••HEATH .....LYLE ..� W : PROP. ASPHALT PROP. ASPHALT R 25' '/�'o102946 i •. i„�j Rzo' PAVEMENT ASPHALT 24 m �`•�/p5• �•• ?- I PAVEMENT AL 9 9' k—f- 9. 11' SPHT 5• R5'5 +\ 6/24/16 R5' �. OAK 14' PINE \ 18' RAVEL CITY OF LA PORTE 36" OAK 26 SPACES -o- 3 ACCESSIBLE \ ON FAIRMONT PARKING LOT PROJECT SPACES 14' �rP APPROX. LOCATION µy B" WATER LINE `b' PER CITY OF LA PORTE 14" OAK GIS MAPS 12" RISE LAYOUT PLAN s ,` SEP 202616 ;? DRAWING SCALE SURVEY QL.F HOR. 1"=20' CIVIL CONCEPTS PN: 001-16-003-01 SHT 3 OF 5 .............._.._-. ' V \ xv \ iL�•Ap p R N Ny,PZE'R qr s WP WP.�ER STM. M.H. TOP 17.1 60" SW FL 8.9 \ 18" NW !y - WP 60'" NE FL 8.9 © qT 18" EFL11.9 �P INLET / (ER FND. 3/4" I.P. TOP 12"AP WA . LOCATION WP 18" W FL 12.0 12" WATER LINE 22 PINE APPROX. LOCATION / // / / AS SHOWN ON MAP' ARK SIGN 7L 12" WATER LINE PROVIDED 8Y THE ,1y8 PINE T�. AS SHOWN ON MAP CITY OF LA PORTE ��R M1 / 'P PROVIDED 8Y THE / CITY OF LA PORTE WP�ER / / 80' ROW qTF (6R / ROW OONc . r� 1�'a v 80' � . .. . - ASPHALT \ Co art{ �y � s WPZER MATCH ( ,�ylt°6tpVra1rI4�lt + DUSTING EL q re O Il��ii' � 31: 1 �r 11.�rr {'✓ �l{ 1t S ��'�I r ly' Y�r�rV11°31r / 4 N N y \\ 30" OAK \ RED PAINT � 4" PINE `n E� (ELRECTRIC) �k,EN� i "' PINE .44Oow Wq reR �` pO \ O / - - . -- / ORRIP NG PAINT y DUSitNG EL. OONORE� � �/ 18.35 Wq reR � 24" OAK \ gTF,p TELECOM) WP IL DISPENSER Wq reR 16" OAK TREE \ &PE\OS 11 R' LYLE & PEROSSA ENGINEERING ING/ ORANGE PAINT 8P WAOTERLONET10N / eR ~ DUSTING O'•• �� '*' ••* T PH. 832) O. F-16997 STRIP PER CITY OF LA PORTE (TELECOM) GIS MAPS C.L.F. \ I, �••., :�r ALT. PH. (713) 859-3392 // 24" OAK 12'" RISER � -73 \m 18.50 ₹ 1 fi " HOUSTON, TEXAS '� EL 18.8 a. 18.A ' Z z 30" www.lyleperossaengineering.com v 9a EL. 17.25 C�c� 48OAK TOP 18.8 �Q! 20" OAKmA �ty�Nr �PI(V.0F rF,Yq 11 6" NW FL 13.8 *•.'• ••�* I 6" NE FL 13.7 DUSTING EL.' 18.77 .,,,,,, \ :�::................... ....:.u,� •.,HEATH R. LYLE•••� ��R'psv ASPHALT EL. 19.35' 'A � ASPHALT O• \ 6/24/16 N1 2�2'" OAK 14" PINE RAVEL X \ CITY OF LA PORTE ® 36 OAK oN 0.8511 GRADE 0.5071x ® A 0.9071 GRADE II 0.90!1 GRADE ,,yy�ta. �� \ FAIRMONT PARKING LOT. PROJECT 19.18 a. 19.55 $f` APPROX. LOCATION 8" WATER LINE 14"' OAK G IS MAPS OF LA PORTE a.. 17. EL. 19.15 12" RISE 0 GRADING PLAN 0 DRAWING SCALE SURVEY H SEP 20 2016 H0R. 1"=20' CIVIL CONCEPTS PN: 001 -16-003-01 SHT 4 OF 5 INLET TOP 16.8 18" W FL 12.0 22" PINE ARK SIGN CONC. ncv r G -r- S PIN � (ELECTRIC) ORANGE PAINT GONO��� QP�MENt . :... 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LOCATIC 8" WATER LINE qw PER CITY OF LA 14" OAK GIS MAPS 12 e✓ N DEMOLITION LEGEND PAVEMENT DEMO SWPPP NOTES QLjF THE CONTRACTOR SHALL UTILIZE SILT FENCE ON —SITE PER DETAILS ON SHEET 2 TO PROTECT STREETS AND DOWNSTREAM INLETS FROM SEDIMENT MOVEMENT. SEP 2 0 2016 11 6/24/16 CITY OF LA PORTE FAIRMONT PARKING LOT PROJECT 91 I . n ilk eLYy_11�01 PN: 001-16-003-01 SURVEY CIVIL CONCEPTS SHT5OF5