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If IF 3 $8 $ ! 88 8 ! t , 0 Lp m 1 .1 4 ; ; 1 1 1 1 1 q 1 12 41 F § ir nit 1111111 ■ itg A ! iti*di . 1 V 03 t 1 01 1 1 1 1 F l i I i ki 1 - Odir ,q. g 3 9 999 9 t h A d ... 71 � O J 9 E v ! N ° ' n n a 'e o n 9 ! 14 Yt � �se 11 a , � , ri 1 i r '' ae o g ..\ � ,..,8,,,:‘, w° s N 10,4 0_1835 . -y_ ok" 4 o ?.r-L. '\Lq ,1►5D \:) - e_. issi , •••• ,,,,.....10 i Il , yr v FOR LEASE OFF LEASE 13 18 1 ' SPACE APPROX, 3.556 ICE SO T, SPA APPROX B 1,977 SOFT. 1.977 SO FT. FOR LEASE i SPACE APPROX R 1,14 9O.FT 3 t I I1II1I I 21 II 21 J ® 77 0 -r-O,A 5 % Fr. = 11,"129 = \50 _, - 1 c \ Q Al\<0. 0 PA-ceS f ecbu;C • Lebo— S e e-st . Opt °\, z. E l t; rOceac -S6,,n L . fecbv;rcn.e -V C31 <o.sc'keo.1, L - i ' t-J ®f IL •^-71 f e.-4 con ills ®. V n°i_ f t S k t @ O Cs$,.. O IN • Fri, 2,5 6 '( cot_ kC, 4C( fAtK:"J I WHEN JOINING TWO OR MORE "SILT STOP" FENCES TIE THE END POSTS TOGETHER WOODEN OR -METAL POST NYLON CORD MIN. 3 LENGTH (1 1)`2 EXPOSED)- MA)K 10'SPAC.ING GROUND LINE- ROUND LINE BURY TOE OF SILT FENCE-----/ 5'TING GROUND all BLOW P R O P O S E[ -*i GRA FF PREVENTION FEET PEA GRAVEL FILLED GEOTEXTItE BAGS MIN IS." HEIGHT, LAID END TO END SILT FENCE "SILT STOP' CU - [NLTET, G R i OTEINLET,_ OR JUNCTION BOX .OR APPROVED EQUAL MIN. 24" OVERALL wo Colmlowz1of COMPACT TRENCH -BACKFILL TO PREVENT "WASHOUT" EXISTING SOIL NOTE: FOR INTERIM PERIODS OF CONSTRUCTION, SILT FENCE PLACED COMPLETELY AROUND DRAINAGE INLET IS RECOMMENDED SCALE: 1: o� o TE P. 20' KNOCK. WN PHASELiNE 0 : Lu CURB z I--- .0 IP-R ROCK ! 0 U.) FOR ERO N CL PREVENTIO ..20' ASELINE TEMP. S.W. T BE REMOVED PH I Ll PHASEONE END I I I TTI I- I I I I ITI El LFT I ca-0-cl 0 %_0 I I 10 u 9 T. r - 1 4 SCALE: 1:20 1 02 1 L LANDSCAPEING NOTES: 1 . APPROVED IRRIGATION PLAN IS REQUIRED PRIOR TO C.O.. 2. ALL PLANTINGS MUST BE IRRIGATED. 3. 100% GROUNE)COVER REQU]RED, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENN:IA*- GRASS REQUIRED. IN ALL LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHTS OF WAY, AND ALL ADJACENT PROPERTIES DISTURBED BY CONSTRUCTION. 4. IRRIGATION SYSTEM MUST BE PROTECTED B - Y EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 5. ALL BACKFLO\lV DEVICES MUST BE. INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394, LANDSCAPE ANALYSIS - PHASE I SITE AREA: 47,989 SQ. FT. REQUIRED: 30-PTS. PER 1,000 SQ;FT. 1,439.7 PTS. PROPOSED LANDSCAPING NEW CANOPY TREES 6 @ 150 PTS. (2.1 CAL.) = 900 PTS NEW NON CANOPY TREES 6 @ 40 PTS. = 240 PTS SHRUBS (5 GAL. OR LARGER) 45 @ 10 PTS. = 450 PTS TOTAL PROPOSED POINTS = 1,590 PTS i� LOT ANALYSIS PHASE 1 SHOPPING CENTER LESS AN 75,000 SQ.FT.: 7,510 SQ. FT, PARKED @ 150 SPACES REQUIRED: 50.06 TOTAL SPACES REQUIRED: 50.06 = 51 PHASE SHOPPING CENTER LESS THAN 75,000 SQ.FT.: 4,214 SQ. FT. PARKED@ 150 SPACES REQUIRED: 28.09 TOTAL SPACES REQUIRED: 28.09 = 29 PLANT LIST LEGEND SYMBOL DESCRIPTION QTY. VALUE POINTS NEW CANOPY TREES LL1 Z 0 2.5 CAL. LIVE OAK 6 150 900 NEW -NON-CANOPY TREES 1.25 CAL. CREPE'MYRTLE 6 40 240 NEW SHRUBS z 15 GAL. WAX MYRTLE 10 10 100 5 GAL. DWARF BURFORD HOLLY 42 10 420 SCREENING PLANT: C) WAXLEAF LIGUSTRUM 7 0 0 LANDSCAPE ANALYSIS - PHASE I SITE AREA: 47,989 SQ. FT. REQUIRED: 30-PTS. PER 1,000 SQ;FT. 1,439.7 PTS. PROPOSED LANDSCAPING NEW CANOPY TREES 6 @ 150 PTS. (2.1 CAL.) = 900 PTS NEW NON CANOPY TREES 6 @ 40 PTS. = 240 PTS SHRUBS (5 GAL. OR LARGER) 45 @ 10 PTS. = 450 PTS TOTAL PROPOSED POINTS = 1,590 PTS i� LOT ANALYSIS PHASE 1 SHOPPING CENTER LESS AN 75,000 SQ.FT.: 7,510 SQ. FT, PARKED @ 150 SPACES REQUIRED: 50.06 TOTAL SPACES REQUIRED: 50.06 = 51 PHASE SHOPPING CENTER LESS THAN 75,000 SQ.FT.: 4,214 SQ. FT. PARKED@ 150 SPACES REQUIRED: 28.09 TOTAL SPACES REQUIRED: 28.09 = 29 r" COMPLIANCE;&. APR 1 4 20041 COLLEGE STATION ENGINEERING REViEWEDFOR 'COMPLIANCE APR 1 4 2004 COLLEGE STATION DMLOPWPST SERVICE CABLE: 1: 30 1 01-1 u- (D ZD LL1 Z 0 z C) oc Z 7_0 Nt F r" COMPLIANCE;&. APR 1 4 20041 COLLEGE STATION ENGINEERING REViEWEDFOR 'COMPLIANCE APR 1 4 2004 COLLEGE STATION DMLOPWPST SERVICE CABLE: 1: 30 1 01-1 u z C) 7_0 r" COMPLIANCE;&. APR 1 4 20041 COLLEGE STATION ENGINEERING REViEWEDFOR 'COMPLIANCE APR 1 4 2004 COLLEGE STATION DMLOPWPST SERVICE CABLE: 1: 30 1 01-1 ` 1 Ll 31 c" :T, . L a ... as .u. . _.. _. - hrT 1 T r UL" d o n C) En O g.9 ra rn z � . V n tMI �v y U), M .r 03811 ION 3 C3 11+ Z+ ,t+ . 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'ld 't`�S �'I.ZSfi ;. S000 VH SS31 �131NBO O ddOHS Z 3§VHd t L9 = 90'09 :O3JininN S :gDVdS - IVIO I 90'09 :031 MOM S3OddS 'iJ 'OS OWL :'1J'OS 000`9L NVH1 SS31 �N��.� -� Q �:GIN30 O NIddOHS SISA1VNd 101 8 "x2" DOUBLE STRAP BRONZE '' SADDLE W/ CORPORATION COCK - _ _-- 2•' -'-WAT E R _ _ _ - - -- LINE 8" EXISTING WATERLINE _- 211 T ___ _ 00 V 2" LIN 60000 2" M.J. 1 COPPER TUB IN "-COP-PER B I N G M __ (LENGTH VARIES) M M I IF. -( LENGTH VARIES) r — t _ — BUILDING *3 pa 6rJ,,3'^ ©�I� FINAL GRADE h_ l ��- DOUBLE METER BOX 8° WATER "U" BRANCH WITH MAIN 2 -3/4" IPT ANGLESTOP COPPER TUBING - LENGTH VARIES 4 °X1' DOUBLE STRAP BRONZE SADDLE W /.CORPORATION COCK WATER LINE WATER SERVICE DETAIL ELEVATION VIEW NTS SITE NOTES _ SCALE: 1:10 02 GENERAL NOTES: 1. ALL ROOF MOUNTED AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. ,SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2. PHASE 2 TO BE APPROVED AT A LATER DATE. 3. THE BUILDING WILL NOT BE SPRINKLED. 4. SIGNS TO BE PERMITTED SEPERATELY. 5. KNOCK -DOWN CURBS TO BE IN LOCATIONS WHERE MONOLITHIC POURED CURBS ARE NOT FOUND. 6. DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGNS. 7. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 8. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS AND DESIGN. 9. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY) 10. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. LOT ANALYSIS PHASE 1 SHOPPING CENTER LESS THAN 75,000 SQ.FT.: 7,510 SQ. FT. PARKED @150 SPACES REQUIRED: 50.06 TOTAL SPACES REQUIRED: 50.06 = 51 PHASE 2 SHOPPING CENTER LESS THAN 75,000 SQ.FT.: 4,214 SQ. FT. PARKS @150 SPACES REQUIRED: 28.09 TOTAL SPACES REQUIRED: 28.09 = 29 11_!,21 SITE ELEC. SPARE CONDUIT IRRIGATION SEE ENG. _- ---- .-_'- SPECS. & - -2T02 \N .L- 10' p .0 •E — \ \ I \ I 37'-74" 51'- 3 " 37' -1' \I RETAIL FOR RETAIL FOR RETAIL SPACE LEASE SPACE \ 0IU LEASE SPACE 3,556 SQ.FT. APPROX. 1,977 wlw \ APPROX. 1,977 SQ.FT. �iQ \ I SQ.FT. ELECT. I m00 %\ I �\ I I \ I , \ 4 \ FIRELANE IRELANE ee z I 1, 0 I W W \ G �? I :-4 �' I I wl \ �Pv rI FIRELANE _ MOM o ti❑ t F R ONT S. e S. S 8" S.S. 005 Wit Ml U) I= U_ 8 EXISTING TRANSFQR -MER — Ft N ATE ACC & p .U .E _-I 2a p 5' pl — l � I --------------- __ I _10 _JI I L_ _ - - TEMP. I w (100.8 F.F. ) 'Z ;w FOR LEASE I t Q SPACE APPROX. 4,214 SQ. FT. L; o DOUBLE METER BOX 1 " X 3/4 "U" BRANCH 3/4" IPT ANGLESTOP 1 " COPPER TUBING DOUBLE WATER METER DETAIL PLAN VIEW NTS I I 3F0 MER Z FU' URE! 23 FIRELANE FIRELANE r LO z W LL I I f 43 11 w ( -o I I� I I I I ( I oil CEI9TIFIC REPUIRE CJ +2' 13 +3' 0 +4' C7 NO RF-0 U17LI ( (SIZE 1� s" s.s. 3 COMPLIANgI r MV 1 t U •t ti CC4 P IAKI E APR Irl I 200 COLLEGE STATION C01.1.EGE STAT! W N LL ENGINE DLOIT S ICES C : 1: O C� F m � � h IE r- QE w Q` 0 7� IED C TAP U -".GEND C SANIT, %RY SEWEF WATEP /DOMESTI M l CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. WATERLINE PIPE MATERIAL 2" PIPE - PVC SDR -21, ASTM D -2241 Dig Tess (800) 344 -8377 CLASS 200 Oncor Gas (979) 774 -2501 COX Communications (979) 846 -2229 Verizon (800) 344 -8377 NOTE: 1. ADJUST METER BOXES TO MATCH 2. All construction shall be in accordance with the 2004 Bryan /College FINAL GRADE 2. REFER TO PLAN VIEW FOR WATER Station Standard Specifications and Details for Water and Sewer. All SERVICE LINE LOCATIONS construction shall be coordinated with the City Engineer's office. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING NO 3. The construction shall comply with OSHA Standard 29 CFR Part 1926 SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. Subpart P for trench safety requirements. p y q SITE ELEC. SPARE CONDUIT IRRIGATION SEE ENG. _- ---- .-_'- SPECS. & - -2T02 \N .L- 10' p .0 •E — \ \ I \ I 37'-74" 51'- 3 " 37' -1' \I RETAIL FOR RETAIL FOR RETAIL SPACE LEASE SPACE \ 0IU LEASE SPACE 3,556 SQ.FT. APPROX. 1,977 wlw \ APPROX. 1,977 SQ.FT. �iQ \ I SQ.FT. ELECT. I m00 %\ I �\ I I \ I , \ 4 \ FIRELANE IRELANE ee z I 1, 0 I W W \ G �? I :-4 �' I I wl \ �Pv rI FIRELANE _ MOM o ti❑ t F R ONT S. e S. S 8" S.S. 005 Wit Ml U) I= U_ 8 EXISTING TRANSFQR -MER — Ft N ATE ACC & p .U .E _-I 2a p 5' pl — l � I --------------- __ I _10 _JI I L_ _ - - TEMP. I w (100.8 F.F. ) 'Z ;w FOR LEASE I t Q SPACE APPROX. 4,214 SQ. FT. L; o DOUBLE METER BOX 1 " X 3/4 "U" BRANCH 3/4" IPT ANGLESTOP 1 " COPPER TUBING DOUBLE WATER METER DETAIL PLAN VIEW NTS I I 3F0 MER Z FU' URE! 23 FIRELANE FIRELANE r LO z W LL I I f 43 11 w ( -o I I� I I I I ( I oil CEI9TIFIC REPUIRE CJ +2' 13 +3' 0 +4' C7 NO RF-0 U17LI ( (SIZE 1� s" s.s. 3 COMPLIANgI r MV 1 t U •t ti CC4 P IAKI E APR Irl I 200 COLLEGE STATION C01.1.EGE STAT! W N LL ENGINE DLOIT S ICES C : 1: O C� F m � � h IE r- QE w Q` 0 7� IED C TAP U -".GEND C SANIT, %RY SEWEF WATEP /DOMESTI M l Z. ��z Ono CENTER SECTION BOTTOM SECTION QUICKSET GRATE HS -20 WHEEL LOADING ADA COMPLIANT PIPE OPENING SIZE TO MATCH EXISTING. ALL CONCRETE SHALL HAVE A 26 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60, A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE IS AT 3' -0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN IS BASED ON THE TOP AT GRADE AND THE BASE AT 8' -0" MAX. BELOW GRADE. THE STRUCTURE SHALL BE PLACED ON A COMPACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIUL PRESSURES. KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE AND LOCATIONS REQUIRED. APPROXIMATE CENTER SECTION WEIGHTS 2' -0" INSIDE 2200 LBS. 2' -8" INSIDE 2700 LBS. 3' -0" INSIDE 3200 LBS. 3' -8" INSIDE 3700 LBS. 4' -0" INSIDE 4300 LBS. APPROXIMATE BOTTOM WEIGHTS 2' -0" INSIDE 3400 LBS. 2' -6" INSIDE 3900 LBS. 3' -0" INSIDE 4400 LBS. 3' -6" INSIDE 4900 LBS. MINIMUM EXCAVATION 6' - 0 " x 6-0" N.T. LEGEND � DRAINAGE AREA 1.01 NUMBER AND AREA IN ACREAS � DIRECTION OF WATER FLOW ARROWS DRAINAGE REPORT AREA EXHIBIT " A " W .. .• PL APR 14 2004 or llJ Q MZ 0 c a� C3 � � � • � r� r � V Z tn a 00 � O Q\ uw Q1 pp� r Q4 I C � 41 w M w C3 _ a n N cn GROUND LINE 3. 100% GROUNDCOVER REQUIRED DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS REQUIRED IN ALL LOT ISLANDS, SW ALES DRAINAGE AREAS, COMPACT TRENCH ,�,� PARKING LOT SETBACKS, RIGHTS OF WAY, AND ALL ADJACENT PROPERTIES" ROU :ND LINE DISTURBED BY CONSTRUCTION . '�`` ` cQ\ ACKFILL TO PREVENT NOTE: FOR INTERIM PERIODS OF �� 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A:PRESSURE VACUUM BREAKER, �! BURY TOE OF SILT FENCE WASHOUT CO NSTRUCTION, SILT FENCE PLACED A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE -CHECK BA BACK XISTING GROUND 6" BELOW PROPOSED GRADE FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. COMPLETELY AROUND DRAINAGE INLET IS 5. ALL BACKFLOW DEVICES MU INSTALLED AND TESTED.UPON INSTALLATION AS PER XISTING SOIL RECOMMENDED CITY ORDINANCE 2394; STORM WATER RUN- PREVENTION DETAILS SCALE CALE; 1.2Q 02 PLANT LIST LEGEND " — — — — — e SILT FENCING -- "" SYMBOL DESCRIPTION — QTY. VALUE POINTS NEW CANOPY TREES m00 p ---- `� ----- —,. 2.5 CAL. LIVE OAK 6 150 900' C NEW NON- CANOPY TREES 1.25 CAL. CREPE'MYRTLE 6 40 240 NEW SHRUBS _ - ----` r f HAY BALES W/ I ® 15 GAL. WAX MYRTLE 10 10 100 I o SILT N I 5 GAL. DWARF BURFORD.H:OLLY 42 10 420 S ND STING) SCREENING PLAN WAXLEAF LIGUSTRU:M 7 0 0 t o 0 TE P. I 20 w z PHASELINE LANDSCAPE ANALYSTS - PHASE 1 \ W J \ - O - CURB ROCK AREA: 47,9$9 SQ FT IP R ROCK \ ;W REQUIRED: 30 -PTS. PER 1,000 SQ FT. FOR ERO ON O!e C" 9 9 PREVENTIO _ — 1,439.7. PTS: \\ Y _ asE� i - — - - — — --- — PROPOSED LANDSCAPING E NEW _CAN(Q'PY TREES \ � TEMP. S.W. T BE 6 @ 150 PTS. (2.1" CAL.)- 900 PTS \ REMOVED PH NEW NON CANOPY TREES I 6 @ 40 PTS. = 240 PTS \ \\ PHASEONE END — — — I ( SHRUBS (5 GAL. OR LARGER) \ —I 45 @ 10 PTS. = 450 PTS - -- - ( TOTAL PROPOSED POINTS = 1,590 PTS o I f \\ 00 LOT AN-ALYSI.S REVIEWED FOR PHASE 1 COMPLIANC SHOPPING CENTER S FT.: 1 0 SQ. F T . PR 1 4 200 4 A LE S THAN 75,00 _SQ 7 5 � M• - - - -- — — - - -- K.. --- - - - --% PARKED SPACES REQUIRED: 50.06 COLLEGE STATION TOTAL SPACES REQUIRED: 50.06 = 51 ENGINEERING :PHASE 2 SHOPPING CENTER LESS .THAN 75,000 SQFT.: 4,214 SQ. FT. PARKED @ 150 ��, ,p SPACES `REQUIRED:28.:09 WIE E.Q..'FOR TOTAL SPACES REQUIRED: 28;09 = 29 COMPLIA APR 1 4 2004 COLLEGE STATION ,� tr ) DMLOPWNT SEWICE& _ ' o cn LANDSCAPING ROSIONCONTROL PLAN SCALE: 1 :20 1 02 1 LANDSCAPING NOTES SCALE: 1:30 ' 01 LL PEA GRAVEL FILLED GEOTEXT[LE BAGS MIN 6" HEIGHT, LAIlD END TO END v WHEN JOINING TWO OR MORE CURB I- .NLT,ET, GROTE INLET, v "SILT STOP" FEN CES TIE THE SILT FENCE "SILT STOP" OR JUNCTION BOX END POSTS TOGETHER OR APPROVED EQUAL TWO WOODEN OR METAL POST WITH NYLON CORD o MIN. 3 � LANDSCAPEING N MAX 10 SPACING i Q 1 NOTES: O OQ " ���,,,,� 2 2. ALL PLANTINGS MUST BE IR ,._. Z HDCP. PARKING SIGN 0 00 MOUNTED ON FACE OF IR t p►NDIGAP PARKING SIGN - BUILDING s s BU I `•t 1 f. : + $ URB r 1 Y �T P F �,.. JX 1L .. t 6.. 6° ♦ 4' e• d ' ♦ d � psi W 6" #4 CONTINUOUS #3 DOWELS W/ I #3 DOWELS AT 48" O.C. SLEAVES AT 18" O.C. -- = - - -�__. #4 CONTINUOUS t—( #3 DOWELS AT 48" O.C. - - -� -- - --- r MAXIMUM SLOPE 1:12 00 2" COMPACTED SAND ON 2" COMPACTED SAND ON COMPACTED SUB GRADE RAMP AREA TO BE l I y�� t T J COMPACTED SUB GRADE #4 AT 18" O.C. EACH WAY 44 AT 18' 0. C. EACH WAY CONTRASTING COLOR s w con o _. l Y d '° � • ' ' , `� 6, - cc KN4CK DN .CURB S C ALE:1:50 11 CURB DETAILS SCALE: 1:50 10 Lo W. U 0 2 -_ 3/4" REDWOOD EXPANSION 3/4" DEEP TOOLED JOINT 1/4" BELOW TOP OF CONTROL WALK AT AP PROX. 30' O.C. JOINT ATAPPROX. 4 O.C. AND AT 45 90° TURNS. ALSO MATCH E.J. AT DRIVE. _ 5 1 -0 11 CARS ONLY n TO L EDGE AT E.J. _ #3 AT 16" O.C. I 2" COMPACTED #3 DOWELS V -6" EACH WAY FILL 4 WIDE PAINTED I ' LONG AT 16" O.C. WRAP ONE END TRAFFIC STRIPPING YELLOW OR WHITE w h • I 9 1 - 0 11 9 1 - 011 II W PARKING AISLE SPACE PARKING HANDICAP VAN OR CAR TYPICAL r� SIDEWALK DETAILS SCALE 1:50 09 Oak W ' -" IMUM LENGTH HANDICAP VAN ACCEM' ISLE SCALE: 1:501 06 HANDI .A.Ct "ESSIBLE.. - � SCALE: 1:50 03 314" REDWOOD EXPANSION JOINT 1/4" BELOW TOP OF TYPICAL Y WALK -TOOL EDGES. FILL #3 DOWELS V -6" LONG AT 16" Z JOINT WITH CAULKING. O.C. WRAP ONE END IN] POLY. Y LU - 2" COMPACTED SAND. U) " . -.. W J RAMP PORTION TO BE CONTRASTING COLOR AND HAVE 1/4" DEEP L' U GALVANIZED 3/4" REDWOOD EXPANSION } z METAL KEYWAY AN D I CAP NG GROOVES 2" APART. JOINT 1/2" BELOW TOP OF Q .A SIDEWALKS -TO HAVE #3 AT 16" O.C. EA. WAY. PARKING TO HAVE 44 AT 18" O.C. EA. WAY. PAVING AS SHOWN ON EACH WAYO C .W Q AP ROX. 15' O.C. EACH WAY C PLAN. TOOL EDGE SEAL F- TOP OF JOINT. f- _ I I S.I G N .. o Q � .a• �. _ _ _ 1 _ _ _ 4-- _r_ -.a - A- El AL POST 2' COMPACTED SAND ON . COMPACTED SUB GRADE 44 DOWEL 2' -0" LONG AT 18" Lc 2 Q RADE O.C. WRAP ONE END TYPICAL `w AT EXP. JT. AND CONTROL -� QNCRETE C JOINTS. �' _ I , I ♦ m ILQ J RAMP CUT -THRU SCALE: 1.50 08 DRIVE AND PAR KING DETAILS SCAL 1:50 07 SC ALE: 1 :5o 05 I�ANDICAP SIGN SCALE: 1:5 °0 02 II 8"x8"x C.M.U. WALL WITH LADDER R REINFORCING f ' @ 16" O.C. GROUT WALL a... SOLID. 3" STL. PIPE - MATED AS FIRELANES ON PLANS ALL CURBS AND CURB ENDS DESIGNATED 3 "STEEL PIPE SET IN CONCRETE. FILL W/ c r SHALL B'E - PAINTED -RED -WITH FOUR (4) INCH WHITE LETTERING STATING "FIRE FIRE LANE CONCRETE &PAINT. h LANE -NO PARKING -TOW AWAY ZONE" WORDING MAY NOT - BE SPACED MORE THAN FIFTEEN. (15) FEET APART. D ESIGNATED ' CN 6" CONC. PAD WITH #4 AT 18" O.C. EA. WAY P4RKLNG 245 TOP &BOTTOM ONLV Q�) . . 4" HIGH RED STRIPE 4 HIGH WHITE LETTERING ' i i .' ' ,. •i (• , 18" x 12" SEE ORDINANCE FOR L_ – L J �' ■� FIRE LANE -NO PARKING -TO AWAY ZONE �.�_ ■ ■. �► P`P: W � � �... ®■ ■ ADD ITIONAL INFORMATION FIRE LANE SICiN ED R COMPLI APR 14 2004 COLLF.09 S TATION 0 o ENGINEERING LL, 1 _T_ o F FIRELANE DETAILS N.T.S. 04 DUMPSTER ENCLOSURE SCALE 1:50 0 1