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HomeMy WebLinkAboutZ-6570 Map 1NEW 6'-O" PRIVACY FENCE 2-1'-O" MCH. EQUIP. 1-7 xSix 4" 1 r R 2.3 R 5 (9 5PAGE5 O 9'-0•% QJ - RV R51—\ (q SPACE$ O 9'-0•) I ' ASPHALT STREET-< /1 15 T 'K. GONG. APPROACH N REINF. W/ 6x6 6/6 m WWM INSTALL OVER 4" BASE 3" x 18' PA QRlaEXISTING NE GO NG C �l _/_'516N AR cm d) Lu � Iy SEEDED Z * > Q AREA — INDLu I I I 16'-5" I6-5" L 64'-0" -EXIST. ASPHALT DRIVE END OF EXIST. ASPHALT - OVERLAY PER 5H'T. 2.4 START OF NEW ASPHALT � SAW -GUT EXIST. ASPHALT TRIPES (TYPE I R I I I 3 (21 SPACES o 9'-0") LI HT FIX /2. RE ER TO LE TR GA -i )PERTY LINE _ _ _ _ FIRE HYDRANT - ST. CURB TO REMAIN JUNCTION BOX - REFER TO SHEET 2.4 CONCRETE FLUME - 18q -6 REFER TO SHEET 2.4 DETENTION POND - RFFFR TO SHEET 2.4 WHERE GRADE SLOPES AWAY FROM CURB MEDIUM BROOM FINISH R 2 1/2" ASPHALT (STANDARD DRIVE) 3" ASPHALT (HEAVY DUTY) APPLY SEALANT AT ALL ASPHALT INCLUDING NEW, EXISTING AND OVERLAY IIIILI,.II,I,.LILII IIL,IIIIII p T6" BASE- AHTD 6LA55 -1 (STANDARD DRIVE) `8" BASE- AHTD GLA55 -1 (HEAVY DUTY) NON -WOVEN COMPACT BASE TO q5% MOD. PROCTOR 6EOTEXTILE FABRIC COMPACTED 5UB-BA5E COMPACT TO q5% MOD. PROCTOR m m PIPE SLEEVE AND NON -SHRINK GROUT .0 1/2" EXP. JT. AND SEALANT GONG. WALK W/ 6x6 10/10 mm 5 T. ® 12" — 5-0" LG I !"ri — VVI�1Vi SPLASH BLOCK NTS 4" RADIUS (T -TP.) EQUIP. 5' • 9�A�E�faSEl�E ►i`t►�t►e'' ►e0000ep0� ►00001 ►e00ee0ee0e� ►0000( OOOOOe00' ►0000 ►eOieODeeOO ►e00eee0000e000000000eeeeeet! e�e�e�eO�epp��►e�ep�e�e�e�e�e�0ep�e OieieieieieieieiM0icie000000i00Q cieieieieieieicicieieieicieieieicieieieici, ►ecce(, ,♦eeccce• ♦cee♦ ►cecceec' ►eeeeeeecel ►eeeeeeeeeeeeeee• 203 OUR ♦eeeeeelOf OWN - ►�e�eO�e�e�e�e� Oc000000i eeeeeee� �ic000000i � -�_ � �ee�eceeeeceec, ►-�IIZi�i.YTL (-R 5' HAWiIGM Net+ P� I 1. �I I I I R3 3 O" 18'-O R 50' L16HT FIXTURE REFER TO ELEC.� JIR IO' -j « PA iIXLION 11 (F,NTUR€) I „ O `EX15TINS GI AI1*LINK0'_ FENCE TO REMARK✓/ I \ 5E ED AREA 1 1/2" O.D. ST'L. HANDRAIL WELD AND GRIND SMOOTH (PAINT) NOTE: HANDRAIL ® EXTERIOR 51DE OF STAIR ONLY 102.0' LOADING DOCK I s 4 - _ EXISTING GONG. CURB - -�--•---� �'� I `� '! " EXISTING PRIVAGY (NEW GONG. CURB® NOSING (TYP) a EXISTING MEGH. SCREEN TO REMAIN EXISTING DRIVE) I EQUIP. IT] ®© a I © Lid Efl M1 p LI HT FIXTURE 1/2" EXP. JT. •.- AND SEALANT 4 1=XI5TING BUILDING RESTORE E ISTI116 . WA SEALANT LAWN ARE A PER F.F. 100AW SPECIFIC T10�15� TEMPORARY bxb 10/10 WWM SIGN RE: 3/2.5 �µ r.•. I CONCRETE FOOTING ° uj dc> `1' gPISORPO Z PoTi�2c' g0 I 2 1973 �= :mmz 0 -' _ ` IGdj• 1pKgNSPS e O ' XIS . G NILK TITLE p SITE PLAN SAW -GUT EXISTING PLANTER 2-1'-O" MCH. EQUIP. 1-7 xSix 4" 1 r R 2.3 R 5 (9 5PAGE5 O 9'-0•% QJ - RV R51—\ (q SPACE$ O 9'-0•) I ' ASPHALT STREET-< /1 15 T 'K. GONG. APPROACH N REINF. W/ 6x6 6/6 m WWM INSTALL OVER 4" BASE 3" x 18' PA QRlaEXISTING NE GO NG C �l _/_'516N AR cm d) Lu � Iy SEEDED Z * > Q AREA — INDLu I I I 16'-5" I6-5" L 64'-0" -EXIST. ASPHALT DRIVE END OF EXIST. ASPHALT - OVERLAY PER 5H'T. 2.4 START OF NEW ASPHALT � SAW -GUT EXIST. ASPHALT TRIPES (TYPE I R I I I 3 (21 SPACES o 9'-0") LI HT FIX /2. RE ER TO LE TR GA -i )PERTY LINE _ _ _ _ FIRE HYDRANT - ST. CURB TO REMAIN JUNCTION BOX - REFER TO SHEET 2.4 CONCRETE FLUME - 18q -6 REFER TO SHEET 2.4 DETENTION POND - RFFFR TO SHEET 2.4 WHERE GRADE SLOPES AWAY FROM CURB MEDIUM BROOM FINISH R 2 1/2" ASPHALT (STANDARD DRIVE) 3" ASPHALT (HEAVY DUTY) APPLY SEALANT AT ALL ASPHALT INCLUDING NEW, EXISTING AND OVERLAY IIIILI,.II,I,.LILII IIL,IIIIII p T6" BASE- AHTD 6LA55 -1 (STANDARD DRIVE) `8" BASE- AHTD GLA55 -1 (HEAVY DUTY) NON -WOVEN COMPACT BASE TO q5% MOD. PROCTOR 6EOTEXTILE FABRIC COMPACTED 5UB-BA5E COMPACT TO q5% MOD. PROCTOR m m PIPE SLEEVE AND NON -SHRINK GROUT .0 1/2" EXP. JT. AND SEALANT GONG. WALK W/ 6x6 10/10 mm 5 T. ® 12" — 5-0" LG I !"ri — VVI�1Vi SPLASH BLOCK NTS 4" RADIUS (T -TP.) EQUIP. 5' • 9�A�E�faSEl�E ►i`t►�t►e'' ►e0000ep0� ►00001 ►e00ee0ee0e� ►0000( OOOOOe00' ►0000 ►eOieODeeOO ►e00eee0000e000000000eeeeeet! e�e�e�eO�epp��►e�ep�e�e�e�e�e�0ep�e OieieieieieieieiM0icie000000i00Q cieieieieieieicicieieieicieieieicieieieici, ►ecce(, ,♦eeccce• ♦cee♦ ►cecceec' ►eeeeeeecel ►eeeeeeeeeeeeeee• 203 OUR ♦eeeeeelOf OWN - ►�e�eO�e�e�e�e� Oc000000i eeeeeee� �ic000000i � -�_ � �ee�eceeeeceec, ►-�IIZi�i.YTL (-R 5' HAWiIGM Net+ P� I 1. �I I I I R3 3 O" 18'-O R 50' L16HT FIXTURE REFER TO ELEC.� JIR IO' -j « PA iIXLION 11 (F,NTUR€) I „ O `EX15TINS GI AI1*LINK0'_ FENCE TO REMARK✓/ I \ 5E ED AREA 1 1/2" O.D. ST'L. HANDRAIL WELD AND GRIND SMOOTH (PAINT) NOTE: HANDRAIL ® EXTERIOR 51DE OF STAIR ONLY 102.0' LOADING DOCK �---- q8O- _ ___ I 1 LINE OF LOADING RAMP #4 CONT. W/ 4 TIES a 32" O.C. SECTION 0 STAIR of ? I N O RUBBER BUMPER o 3/4"= I' -O" SPAGE5 o 9'- D 6• PVG (SGF�D. EXTEND TO DAY -I 4/2.3 010190 :e.e:.: - DUTY 3• A5PHALr 8• BASE AND GEOTEGH r, (HATGI�D AREA) � ICIO'-O" W Ir -I/4" CHECKERED PLATE 4"x3"A/4" STEEL ANGLE lk GONG. WALK 1/2"x4" BOLTS ® IS" O.G. WALK / NEW 6' HIGH PRIVACY SCREEN RE: 6/2.3 i --A--X-411t -X�-. JUNCTION BOX - (APPROX. 432 LIN. FT)I' \eX X REFER TO SHEET 2.4 1 1/2" EXPANSION*_=_=1 _ ; - IW - ��\ JOINT W/ SEALANT 10" I' -O"_ =10"- 2311 o7j =�— FF RL'iOGATE EJQSTIN6 STdRA6E SHEI'�S THIS i I SLOPE BOTTO1- 1 ARE)h - GOORDINATE i DRAIN 1/4" PE'47-ET W/ OWNER I I. DETENTION POND - ( �ri P R I, DETA IREFER TO SHEET 2.4A , a4i I GONG. FLUME REFER ' WALK DRo4i RE> N2s �� TO SHEET 2.4 '-0" L 51'-6" �- O i I I/2" O.D. RAIL I ...: 13 O ( b DOCK BUMPS Z5 5/2. I jp I 18'-0" 22'-0" 2'-0 I' -O" N �' � I I IGH HA LI IN6 IL I PIPE SLEEVE AND 2 I/2" ASPHALT / RB- SEEDED AREA NON -SHRINK GROUT 6" BASE / 0 Rao\ I I i i Ij° p )\ 6EOTEGH FABRIC Kit I II II' DRAIN I 2.3 i q IL L-� I tF i I) REFER TO FOUNDATION PLAN "a- - I1. U rMr-i Ir_I �t 3"x2 I/2"x 1/2" CONT. ANGLE W/ 1/2" ANCHOR BOLTS ® 24" O.G. WELDED TO ANGLE 102.0' LOADING DOCK REFER TO STRUCTURAL FOR DOCK REINFORGIN6 12 RGP STORM DRAIN - REFER TO 5HT. 2.4 - PROVIDE REBAR GRILLE (2 #4 BARS EA. WAY) IN FRONT OF OPENING. 1/2" EXP. JT. AND SEALANT .3 777= I'-OV 1 " PROFILE TO MATCH EXISTING PRIVACY SCREEN II- — 6" GONG. OVER - 4" BASE I I I - I - 3- b" DIA. PIPE BOLLARDS i I - 8e a _ I lll Ltd I {ISI II IF a RE: 7/23 i e � — _ I i -I- I&m' T_I — t— °— WOOD SCREEN i I RE: 6/2.31 I I I _- -DUMP5TER LOCATION 6 TH'K. GONG. REINF. W/ � 6x6 6/6 WWM OVER 4" BASE I ` SECTION ® RAMP RELOCATE EXI5TIN6 CHAIN ASPHALT LINK FENCE TO PROPERTY LINE Z 6" eASE i ASPHALT DRIVE - REFER z 6EOTEGH FABRIC i TO SITE PLAN FOR THICKNESS / *� BASE / 6EOTEGH FABRIC 2-#5 V5 GONT. W/ I RE: 2/3.2 T #4 TIES ® 32" O.G. 4x4 TREATED CEDAR POST ® 6'-0" O.G. PROVIDE SLOPED TOP Ixb CEDAR WOOD SLATS 2x65 CEDAR/REDWOOD ® 3RD POINTS FINISH GRADE CONCRETE BASE EXIST. GHAINLINK FENCE TO REMAIN INSTALL NEW SECTION OF GHAINLINK FENCE - MATCH EXISTING FENCE ♦i'. 1'.�Ji:�f' �II�II�IIE�11 II b" TH'K. GONG RAMP W/ 11 b/6 MM a ' 6" DIAMETER SCHEDULE 40 STEEL PIPE (PAINT) d FILLED WITH CONCRETE, FINISH TOP ROUNDED -OFF. V I tll s 4 - 0.1 1/2"R.® •a • o. NOSING (TYP) a 2-#4 REINFORGIN6 BARS ` REFER TO STRUCTURAL • iii p a FOR DOCK REINFORGIN6 d EACH WAY THROU6H M1 p STEEL PIPE AT 6" BELOW • 1/2" EXP. JT. •.- AND SEALANT 4 1/2" EXP. JT. AND #415 ® 12" O.G. E . WA SEALANT #4 GONT. �---- q8O- _ ___ I 1 LINE OF LOADING RAMP #4 CONT. W/ 4 TIES a 32" O.C. SECTION 0 STAIR of ? I N O RUBBER BUMPER o 3/4"= I' -O" SPAGE5 o 9'- D 6• PVG (SGF�D. EXTEND TO DAY -I 4/2.3 010190 :e.e:.: - DUTY 3• A5PHALr 8• BASE AND GEOTEGH r, (HATGI�D AREA) � ICIO'-O" W Ir -I/4" CHECKERED PLATE 4"x3"A/4" STEEL ANGLE lk GONG. WALK 1/2"x4" BOLTS ® IS" O.G. WALK / NEW 6' HIGH PRIVACY SCREEN RE: 6/2.3 i --A--X-411t -X�-. JUNCTION BOX - (APPROX. 432 LIN. FT)I' \eX X REFER TO SHEET 2.4 1 1/2" EXPANSION*_=_=1 _ ; - IW - ��\ JOINT W/ SEALANT 10" I' -O"_ =10"- 2311 o7j =�— FF RL'iOGATE EJQSTIN6 STdRA6E SHEI'�S THIS i I SLOPE BOTTO1- 1 ARE)h - GOORDINATE i DRAIN 1/4" PE'47-ET W/ OWNER I I. DETENTION POND - ( �ri P R I, DETA IREFER TO SHEET 2.4A , a4i I GONG. FLUME REFER ' WALK DRo4i RE> N2s �� TO SHEET 2.4 '-0" L 51'-6" �- O i I I/2" O.D. RAIL I ...: 13 O ( b DOCK BUMPS Z5 5/2. I jp I 18'-0" 22'-0" 2'-0 I' -O" N �' � I I IGH HA LI IN6 IL I PIPE SLEEVE AND 2 I/2" ASPHALT / RB- SEEDED AREA NON -SHRINK GROUT 6" BASE / 0 Rao\ I I i i Ij° p )\ 6EOTEGH FABRIC Kit I II II' DRAIN I 2.3 i q IL L-� I tF i I) REFER TO FOUNDATION PLAN "a- - I1. U rMr-i Ir_I �t 3"x2 I/2"x 1/2" CONT. ANGLE W/ 1/2" ANCHOR BOLTS ® 24" O.G. WELDED TO ANGLE 102.0' LOADING DOCK REFER TO STRUCTURAL FOR DOCK REINFORGIN6 12 RGP STORM DRAIN - REFER TO 5HT. 2.4 - PROVIDE REBAR GRILLE (2 #4 BARS EA. WAY) IN FRONT OF OPENING. 1/2" EXP. JT. AND SEALANT .3 777= I'-OV 1 " PROFILE TO MATCH EXISTING PRIVACY SCREEN II- — 6" GONG. OVER - 4" BASE I I I - I - 3- b" DIA. PIPE BOLLARDS i I - 8e a _ I lll Ltd I {ISI II IF a RE: 7/23 i e � — _ I i -I- I&m' T_I — t— °— WOOD SCREEN i I RE: 6/2.31 I I I _- -DUMP5TER LOCATION 6 TH'K. GONG. REINF. W/ � 6x6 6/6 WWM OVER 4" BASE I ` SECTION ® RAMP RELOCATE EXI5TIN6 CHAIN ASPHALT LINK FENCE TO PROPERTY LINE Z 6" eASE i ASPHALT DRIVE - REFER z 6EOTEGH FABRIC i TO SITE PLAN FOR THICKNESS / *� BASE / 6EOTEGH FABRIC 2-#5 V5 GONT. W/ I RE: 2/3.2 T #4 TIES ® 32" O.G. 4x4 TREATED CEDAR POST ® 6'-0" O.G. PROVIDE SLOPED TOP Ixb CEDAR WOOD SLATS 2x65 CEDAR/REDWOOD ® 3RD POINTS FINISH GRADE CONCRETE BASE EXIST. GHAINLINK FENCE TO REMAIN INSTALL NEW SECTION OF GHAINLINK FENCE - MATCH EXISTING FENCE ♦i'. 1'.�Ji:�f' �II�II�IIE�11 II b" TH'K. GONG RAMP W/ 11 b/6 MM a ' 6" DIAMETER SCHEDULE 40 STEEL PIPE (PAINT) d FILLED WITH CONCRETE, FINISH TOP ROUNDED -OFF. V I s 4 - 2-#4 REINFORGIN6 BARS e INSERT HORIZONTALLY d EACH WAY THROU6H M1 STEEL PIPE AT 6" BELOW GRADE. ` 1/2" EXP. JT. AND SEALANT GONG. SLAB .d� x x bxb 10/10 WWM �r� d �µ I CONCRETE FOOTING ° x .� BOLLARD DETAIL 01. ASPHALT DRIVE / BASE / GEOTEGH FABRIC RE: 2/3-2 2-#4'5 GONT. W/ #3 TIES ® 32" O.G. I/2" R.LIGHT BROOM FINISH e e. I 4 \` P .W17U,1` 4" TH'K. GONG WALK REINF. WITH 6x6 10/10 WWM OR FIBER REINFORGIN6 WALK DETAIL ® DRIVE / PARKING 1/2" EXP. JT. W/ SEALANT LIGHT BROOM FIN15H� 4" TH'K. GONG WALK REINF. WITH 6x6 10/10 MM EXPANSION JOINT OR FIBER REINFORGIN6 TOOLED OR 5AWN JOINT 1/4 SLAB THICKNESS ° ,LIGHT BROOM FIN15H ill a I -T- 4" TH'K. GONG WALK REINF. WITH bxb 10/10 MM CONTROL JOINT "I T OR FIBER REINFORGIN6 LIGHT BROOM FINISH FINISH GRADE a I-11 E J I fTl jJ TjJ 4" TH'K. GONG WALK EDGE OF WALK REINF. WITH 6x6 10/10 WWM OR FIBER REINFORGIN6 8 COWL WALK DETAILS 3/4 I oil DATE Ici APRIL qa REVISION DATE PROJECT NO. a,314 SHEET NO. AM Iff in em M1 o �µ uj dc> `1' gPISORPO Z PoTi�2c' g0 =z 1973 �= :mmz 0 -' _ ` IGdj• 1pKgNSPS e O ' peo� lipruu Jill 11 TITLE SITE PLAN DATE Ici APRIL qa REVISION DATE PROJECT NO. a,314 SHEET NO. AM Iff in em