Loading...
HomeMy WebLinkAboutPG12Crawford Design Company © Copyright 2015 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the nrnnerfv of Crawfnrri na<ion r.,.,,. .,, Tl,. n,.,. . , ., -t6ur norrinc mak, ll .,r,t o tt,o .., rl a,;, , , ,, ,,,,,;,,,,F ti., a 1 1 I H' General Notes: 1. All concrete to be 3,000 PSI minimum. 2. Wheel Stops shall be free of cracks, chips, or other similar defects and damage. PA Bring Stop BarT Edge Of Gutter (If Applicable) Traffic Stop Bar See Site Plan 1 I � KCenter Line (If Applicable) PLAN VIEW General Notes: 1. Traffic Stop Bar shall be solid white reflective traffic paint (unless otherwise specified) as per dimensions shown. Paint shall be applied so as to provide (, full & complete coverage. Paint shall conform to NCDOT Standards For Roads & Structures unless otherwise specified. FRONT ELEVATION VIEW NTS. 4 1 LUI'4LKr- It NOTTOSCPLE v v m r � H�Z 7000 0 rOTIn Nz-I=D = -n Z D m =Cp00 Z r.. 00" D� cd, r M 0 z o INLET(BASED ON MIN. HEIGHT, H) olid Reflective Red Symbol J & PIPE MIN- HEIGHT CUBIC YARDS CONIC- IN BOX effective White Background j Z % H effective White Letterin�g / SECTION VIEW NTS / I R.C. / m j 0.222 Reflective White Background 0.015 j� 15" / FRONT ELEVATION VIEW NTS. 4 1 LUI'4LKr- It NOTTOSCPLE v v m r � H�Z 7000 0 rOTIn Nz-I=D = -n Z D m =Cp00 Z r.. 00" D� cd, r ?" WEEP HOLES X __1 I Y I PLAN WITH GRATE & FRAME. REMOVED PING(INCIDENTAL) ELEVATION — SECTION X -X 1.5" Square Perforated Post >% 12 Gauge Gaily. Steel. (TIp.) ° ° ° 3,000 psi Cone. Erg. (Typ.) a d General Notes: " 1. Sign shall meet all current M.U.T.C.D. requirements for regulatory sign R5-1. ° 2. Contractor shall use mirrored version of sign shown were appropriate. a 3. All hardware to include, but not limited too, nuts, bogs, washers, and other related fasteners shall be stainless steel. 4. Sign material shall be 1/8" thick Engineer Grade reflective aluminum sheeting. ELEVATION VIEW NTS 5 TRAFFIC "DO NOT ENTER" SIGN NOT TO SCPLE z C:) co GENERAL NOTES: EA } USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INLETS OVER W-8" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. ON . OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O = Z 12" CENTERS AS DIRECTED BY THE ENGINEER. ¢ Z USE FORMS FOR THE CONSTAUCTIONI OF THE BOTTOM SLAB. Q U S LL r= OH IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. � = ~ ZO W CONSTRUCT WITH PIPE CROWNS MATCHING. ¢O o " Q INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z r� jr INSTALL STONE DRAINS, OF A MINIMUM OF CUBIC FOOT OF NO. 78M STONE IN A F H POROUS FABRIC BAB OR OW, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. OL O. CHAIFER ALL EXPOSED CORNERS i". r O DRAWING NOT TO SCALE. 6' —5Min. 6' j Accessible Parking Sign &Post (Typ.) Detail) > Accessible Ramp (if applicable) 7��E (Refer to Accessible Ramp Detail) Concrete Sidewalk 0 VIA Wheel Stop —4 -in Wide Painted Striping (3 -coats Reflective Traffic White) _ a - 4 -in Wide Painted 450 Striping at 2 -feet On -Center (3 -coats Reflective Traffic White) -Curb&Gutter 840.16 FRAME ATE 6" B S" 0 EE NOTE) MAX. PIPE THIS SIDE - 18" m SECTION Y -Y DIMENSIONS AND QUANTITIES M 0 z o INLET(BASED ON MIN. HEIGHT, H) DIMENSIONS PIPE SPAN O & PIPE MIN- HEIGHT CUBIC YARDS CONIC- IN BOX DEDUCTIONS FOR ONE PIPE Z B H 1 N 0 � = I R.C. - m rn 0.222 =rmz 0.015 0.028 15" C c y 0.648 CA) W o _Oo 0.705 0.033 0.049 24" 3'-0" E4 M Z Z 0.085 30" 3'-0" 2'-0" 9'-6" 0-222 0.222 0.925 m� � O S ?" WEEP HOLES X __1 I Y I PLAN WITH GRATE & FRAME. REMOVED PING(INCIDENTAL) ELEVATION — SECTION X -X 1.5" Square Perforated Post >% 12 Gauge Gaily. Steel. (TIp.) ° ° ° 3,000 psi Cone. Erg. (Typ.) a d General Notes: " 1. Sign shall meet all current M.U.T.C.D. requirements for regulatory sign R5-1. ° 2. Contractor shall use mirrored version of sign shown were appropriate. a 3. All hardware to include, but not limited too, nuts, bogs, washers, and other related fasteners shall be stainless steel. 4. Sign material shall be 1/8" thick Engineer Grade reflective aluminum sheeting. ELEVATION VIEW NTS 5 TRAFFIC "DO NOT ENTER" SIGN NOT TO SCPLE z C:) co GENERAL NOTES: EA } USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INLETS OVER W-8" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. ON . OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O = Z 12" CENTERS AS DIRECTED BY THE ENGINEER. ¢ Z USE FORMS FOR THE CONSTAUCTIONI OF THE BOTTOM SLAB. Q U S LL r= OH IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. � = ~ ZO W CONSTRUCT WITH PIPE CROWNS MATCHING. ¢O o " Q INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z r� jr INSTALL STONE DRAINS, OF A MINIMUM OF CUBIC FOOT OF NO. 78M STONE IN A F H POROUS FABRIC BAB OR OW, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. OL O. CHAIFER ALL EXPOSED CORNERS i". r O DRAWING NOT TO SCALE. 6' —5Min. 6' j Accessible Parking Sign &Post (Typ.) Detail) > Accessible Ramp (if applicable) 7��E (Refer to Accessible Ramp Detail) Concrete Sidewalk 0 VIA Wheel Stop —4 -in Wide Painted Striping (3 -coats Reflective Traffic White) _ a - 4 -in Wide Painted 450 Striping at 2 -feet On -Center (3 -coats Reflective Traffic White) -Curb&Gutter 840.16 FRAME ATE 6" B S" 0 EE NOTE) MAX. PIPE THIS SIDE - 18" m SECTION Y -Y DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) DIMENSIONS PIPE SPAN OF BOX I WIDTH & PIPE MIN- HEIGHT CUBIC YARDS CONIC- IN BOX DEDUCTIONS FOR ONE PIPE D A B H BOTTOM SLAB WALL PER tie FT. HT.x^x xxxxrr .xa x C.M. I R.C. 12" 3'-0" 2'-O" 2'-0" 0.222 0.222 0.592 0.015 0.028 15" 2'-3" 0.648 0.023 0.036 18" 2'-6"el 0.705 0.033 0.049 24" 3'-0" 0.814 0.059 0.085 30" 3'-0" 2'-0" 9'-6" 0-222 0.222 0.925 0.092 0.127 #4 BAR N �� DOWEL cc 01. LL W e.3 J Z M a cc a cc G eo O � ¢ W = v)) W _ = =N co 0 T Z O 0 z ci LU HEET 1 OF 1 840.14 -See Site Plan -See Site Plan PARKING SPACE PLAN VIEW NT.S. General Notes: Standards For Roads and Structures unless otherwise specified. 6. All hardware to include, but not limited too, nuts, bolts, washers, and other related 1. Contractor shall conform to all current State Building Code Requirements. fasteners shall be stainless steel. 2. All accessible parking spaces shall be identified by aboveground signs only (See 7. Sign material shall be 1/8" thick Engineer Grace reflective aluminum sheeting. N.C.G.S.) 8, Mounting height of accessible parking signage shall be determined by one of the 3. New accessible parking spaces SHALL NOT USE ground -painted symbols. following conditions: 4. Accessible Parking areas shall have a maximum pavement slope of (2) percent in all 8.1. If Pedestrians do not walk by/under signs; mounting height shall be 60 -inches directions. 8,2, If Pedestrians walk by/under signs; mounting height shall be 84 -inches 5. Painted striping shall be applied in a straight and consistent manner. Paint shall be applied so as to provide full and complete coverage. Paint shall conform to NCDOT 3 PARKING SPACE STRIPING /ACCESSIBILITY RAMP &PARKING SIGNAGE General Notes: 1. Sign shall meetall current M.U.T.C.D. requirements for regulatory sign R1-1. 2. All hardware to include, but not limited too, nuts, bolts, washers, and other related fasteners shall be to stainless steel. 3. Sign material shall be 1/8" thick Engineer Grade reflective aluminum sheeting. to Background orated Post, . Steel. Ftg. ELEVATION VIEW N T.S. g TRAFFIC "STOP" SIGN FNOT TO _SMEv v R1 1 >Noy 1" DEPRESSION NZ�=D 1'-7`5/$" 1'-7�1 =�Z33 =000 z' -r X01- -n N o=Dz 7T�� cc Z SECTION G -G T 0 i7 co M O M w O 2'-31/4" _ ~Cn Z In r 0 1 `1 v 'n z D O � � 0 v M1N16° 2" v DO aD 0 0 SECTION H -H 1 N A G) Zao v y 00 m tin y OF 1 .16 Accessible Parking Sign VAN Shall Be Per State Building / ACCE SIBLE Code Rqmts. (Typ.) jj RESAVEf PARKING Each Accessible Parking Space Shal Be Designated With Signage. MAXIMUM PENALTY $250 s=w.s 2' Perforated Square Post— (12 ost (12 Gauge Galy. Steel) d I z 3,000 PSI Cone. Footing I II r l 141 " ILI 4 - - III 8' ACCESSIBLE PARKING SPACE SITE ELEVATION VIEW NTS See Site Plan for Design Width Fin. Grade 3,000 PSI Concrete a 2% Max. Slope a a " d Compacted Sub -Grade II z 10 3'-6n ►i} "F\ 1I �f~i�srr .- I�—H Fes! O zo¢co= cu. QUf_G— G E E 0C_- r N r 000 C4 I Z 0- "> O I H Du �H o� N I n� it -4 it-41Ln �rL2 IF r YLL PLAN OF FRAME LID 1'-7411 1'-7%" CAST IRON T W v PLAN OF GRATING 1 D M1 CAST IRON 0 Q Q _... 0 z G r 1/8" 1/8 u ¢ a O O O in in in in W coo . 3'- 3% 2'-3�dH CC o " 1/S" " 1�" Z 1L 0 I rr 9/4 rr i 44 rr 4 _4 J rr _II H o 3' 2 i 2' 21r i co CO N 7- _ J M F- 17 2�8rr -�� 21/g" _ � Z p" 3 3'-1340 N N 2'-1�" N N W O co D co 3'-6" 2'-6" ¢ O LI_ SECTION E -E SECTION F -F SHEET 1—Of 1 840.16 THOMAS GOETZ f�r ARCHITECT, PA 1220 FORT BRAGG ROAD SUITE 200A P.O. BOX 53928 FAYETTEVILLE, NC 28305 TEL: (910)485-3000 EMAIL: goetzarchitect@earthlink.net SiRa b" Allar'paW LANDSCAPE ARCHITECTURE ENGINEERING PLANNING Landscape ArchNecwre ♦ Faye LLeville, NC Civil Engineering ♦ Suwhern Plnes, NC 116 N. Cool Sprang Strea- Fayetteville, NC 28301 Voice 910-221-0033 - Fax 910.221-0035 w w w. c r a w t o r d d, n. c o m UNION UNITED METHODIST CHURCH 2212 NURSERY ROAD LILLINGTON, NORTH CAROLINA MULTI-PURPOSE BUILDING SHEET TITLE DETAILS DRAWINGS, SPECIFICATIONS AND DESIGN ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE ARCHITECT RETAINS ALL RESERVED RIGHTS, INCLUDING COPYRIGHTS THERETO. THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED OR MODIFIED BY THE PROJECT OWNER OR ANY OTHER PARTY FOR OTHER PROJECTS, ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT DRAWINGS MAY NOT BE REPRODUCED OR DIGITALLY STORED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ADA AND LEGAL DISCLAIMER THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) OR OTHER LAWS. ARCHITECTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS. THE OWNER SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS A70PNEYTO DETERMITE IF IT COMPLIES WITH ADA AND OTHER LAWS. JOB CODE: 00000000 DRAWN BY: FDW CHECKED BY: KSL REVISION: SHEET NO. C5,0 DATE: MARCH 14, 2012