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HomeMy WebLinkAbout2000-civil plans4" REINF. CONC. ON 6" MIN. COMP. SAND TYPICAL CONCRETE CURB a< CONCRETE CURB B6-12 DESIGN TYPICAL- „ a B6-12 DESIGN TYPICAL- „ MATCH EXISTING 3 RAD. io is MATCH EXISTING 3 RAD. PROFILE ° PROFILE 4 c o A a oCc) a ryP lnkll:7 43 BITUM. . COMPACTED , „ „ COMPACTED „ „ GRAVEL- TYP. 1 _0 6 GRAVEL- TYP. 1 , -0 6 VERIFY VERIFY 2 CURB DETAIL 3 CURB DETAIL Al .1 1 1 2 =1 -0 TROWELLED FI1dISH A1.1 1 EQ. 5'-0" EQ. 4" 4' 4" REINF. CONC. ON BROOM FINISH VFY, 6" COMP. SAND TYP. -- - _ -_co I / _ . 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SLAB w/#4 o 4 -- �I I I ( I I I i I I I � p 14Z R C> O, O <7777,77- aw - O �o o #3 0 12"o.c. �> o CJN g > in n Z #3'S TOP & BOT L__ ° ° — -_ Q C ONTINUOUS oA7 _- cr, d tom-- 1 117 CD c r� r� -r- 6" VARIES 6" I n a 1 r� 1 n, • • 1 n 00 <47" = 1:12 SLOPE FLARED SIDES 0 >48" = 1:10 SLOPE 1:10 MAX SLOPE BROOM FINISH HANDICAP CURB DETAIL 1/2 ff= i I—on { �i0'��Oi'i�'►�wi���iO:i' a�w•�J���'i• •iai���i�pi`�rl r iO����s`�••�i�JO.�i�.��i�OI� � Oil i�i'ip Iii�i�iaO� � � Oii'�� Ali. !I:►i����i�ii's4si�.��i w�. � I ��y.�a�s�i�i.•��SI � I �ia��iaJi� � ��iO,ii�i�►il� '��i�Oi���i`�i4�ii�0� � -wwwO.wswswsA�w � I s.�40iww�4swsw. s • i, g r . • at r 1 r i 2 al PREFIN. MTL COPING T.O. FACEBRICK EL.= 106'-8" CONTIN. KEEPER STRIP B.�CEL1 FAGEBRIGK & CMU BEYOND PAINT CHAIN LINK GATE ROD & CAULK-- -- - TYPICAL I - - - ---- ~� 5"- REINF. CONC. STAB -- s GRAVEL+ -- - a _ _ T.O. CONC. SLAB F ° EL.= VERIFY - I ° 00 CONT. BOND BM. w/ T.O. BRICK LEDGE 2- #5's VERIFY -EXTEND PLASTIC II THROUGH WALL & BE OW GRADE ABOVE Cl FLASHING 0 24" OC. LINE- TYP. 12" NOM. CMU. d T.O. FOOTING EL= VERIFY - REINF. CONC. FOOTING- 2- #5's CONT. 2'-0" TRASH ENCL. WALL SECTION k1.1 1 /2"=1'-0" : i M 00 PIPE BOLLARDS 6" o I la o I o f o' ILL PIPES wICONC.- -w AINT- SEE PLAN FOR OCATIONS- VFY. w/ ANK EQUIP. SUPPLIER o " REINF. CONC. ON I I. a aU 4-V ' u i" CONC. SLAB w/#4 o 4 a I> �.� � o t o �I I I ( I I I i I I I � p 14Z R C> O, O <7777,77- aw - O �o o #3 0 12"o.c. �> o CJN g n Z #3'S TOP & BOT L__ ° ° — -_ Q C ONTINUOUS oA7 _- cr, d tom-- 1 117 CD c r� r� -r- 6" VARIES 6" I n a 1 r� 1 n, • • 1 n PREFIN. MTL COPING T.O. FACEBRICK EL.= 106'-8" CONTIN. KEEPER STRIP B.�CEL1 FAGEBRIGK & CMU BEYOND PAINT CHAIN LINK GATE ROD & CAULK-- -- - TYPICAL I - - - ---- ~� 5"- REINF. CONC. STAB -- s GRAVEL+ -- - a _ _ T.O. CONC. SLAB F ° EL.= VERIFY - I ° 00 CONT. BOND BM. w/ T.O. BRICK LEDGE 2- #5's VERIFY -EXTEND PLASTIC II THROUGH WALL & BE OW GRADE ABOVE Cl FLASHING 0 24" OC. LINE- TYP. 12" NOM. CMU. d T.O. FOOTING EL= VERIFY - REINF. CONC. FOOTING- 2- #5's CONT. 2'-0" TRASH ENCL. WALL SECTION k1.1 1 /2"=1'-0" : i M 00 PIPE BOLLARDS 6" ILL PIPES wICONC.- -w AINT- SEE PLAN FOR OCATIONS- VFY. w/ ANK EQUIP. SUPPLIER o " REINF. CONC. ON " MIN. COMP. SAND T DUMPSTER- i RETUR i" CONC. SLAB w/#4 o 12"o.c. EA. WAY MIN. GRAVEL BASE / 1 2P-6- 18" 1 ° FLAGPOLE & STANDARD ° FLASH COLLAR- SEE SPECS. ° WEDGES- BY OTHERS d ° COMPACTED SAND ° REINF. CONC. BASE a FOUNDATION SLEEVE HOT DIP GALVANIZED STL. y d ° ° STL. CENTERING WEDGES STL. BASE PLATE Q° B STL. SUPPORT PLATE WELDED TO GROUND SPIKE 2'-0" FLAG POLE DETA 1 =1 -0 0 I 4"0 STL. PIPE BOLLARD- FILL w/ CONC. & PAINT 6" 1'-0” iRICK I A1.1 A 0 I O'BAR VERTICAL 0 40" OC.- 5" REINF. CONC. DOWEL TO FOOTING SLAB ON MIN 6" 5" REINF. CONC. COMP. GRAVEL SLAB ON 6" COMP. 4" FACE BRICK ON GRAVEL 8" REINF, CMU.- TYP. PAINT INSIDE '� TRASH ENCL. PLAN A1.1J 1 /4"=1'-0" / PROPERTY LIN _ N '03' 7'W 49,10' �30'-0BUILDINGBUILDING" SING o z - `' / / / / SETT ACK � EXIT WETLAND A1.2 \1 30'-0" MODULAR �, �, �' RETAINING WALL DRAINAGE & UTILITY SEE 1,2/A1.2 --" a EASEMENT / i / - ©# 3» BITUM. ONE POLE TYPICALP. G VEL � WAY 3� POLE T.3 ST9. 4" REINF. CONC. REMOVE & WALK ON 6" COMP. 24'-0„ HEAVY TIMBER & --- �-► RELOCATE EXTG. GRAVEL- TYP. ' CHAIN LINK GUARD- ( ` TREES (7 -THUS) RAIL- SEE 4/A1.2 �• 3" BITUM. ON �'�S• _ 8" COMP. GRAVEL PIPE BOLLARD TYPICAL PAINT M 1 gyp, 4" WIDE r PAINTED i N - -- - — - -- _. POLE STRIPES ONE -WA 6.98. i�`' l 1 BANK BUILDING " A .1 PARKINGHS) F.F.E.=1017.25 =100 0 AUTOBANK (6 -LANES) 20'-0" VFY. 77'-3" 1'-0" 68'-0" FLAG POLE- Cl. SEE 6/A1.1 �'�.. o I a ! I GATEWAY 2ND ADDITION A ` n BLOCK 1, LOT 3 00 , LT. 0-0 (6.) I TMqje POLE I I I I� I I ! I I -- 1 „ . • I •i i i I I I 1 I 1 1 i r -I i I I i LJ 1 I L_I I i i I AUTOB�,NK SEE CANOPY ` ROOF 4/A4 FOR HCP. RAMP - ONE -WAY SEE 4/A1.1 12'-10" '-0" LT. DIRECTIONAL - --- -- POLE SIGNS- NIC. i - i � C' \ ITS, -I 4" REINF. CONC. (15.) MASONRY TRASH _ _ WALK ON 6" COMP. \ / r►Frl llcl Or AM n" L i ! C GRAVEL- TYP. i1 �» __, �. q KEYED SITE PIAN NOTES: 0 ACCESSIBLE PARKING SPACE SIGN SHALL BE LOCATED CENTERED AT HEAD OF AISLE MOUNTED ON A 2"0 GALV. PIPE STD. & 40"-60" ABOVE ADJACENT PARKING SURFACE. Q VAN ACCESSIBLE AISLE SHALL BE SIMI:LARILY SIGNED AT LOCATION NOTED. Q PROVIDE 2"0 PVC. UNDERGROUND PIPES FOR LAWN SPRINKLER - VERIFY w/ SPRINKLER CONTRACTOR. EXTG. CATCH BASIN DIRECTIONAL SIGN- NIC. i CONC. APRON PER CITY STANDARDS DIRECTIONAL SIGN- NIG. \ GENERAL NOTES: - VERIFY & LOCATE ALL UNDERGROUND PHONE & UTILITY LINES PRIOR TO ANY EXCAVATION. - SEE MECH. & ELEC. DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SITE UTILITIES. - BARRICADE OFF CONSTRUCTION AREA AS REQUIRED KEEP CONSTRUCTION AREA TO MINIMUM. - SLOPE SIDEWALKS & GRADE AWAY FROM BUILDING TYPICAL 1:20 MAX. SLOPE. - MATCH NEW CONSTRUCTION WITH EXISTING WHEREVER NECESSARY (le., CONC., CURBS, CONC. WALKS, PAVING, etc.). - MATCH/TIE NEW GRADING INTO EXISTING GRADING. - CUT & PATCH EXISTING BITUMINOUS PAVING, CONC. CURBS & SIDEWALKS TO MATCH EXISTING. - ALL MECHANICAL & ELECTRICAL EXPOSED PIPING, GRILLES, CONDUITS, etc. TO BE PAINTED. - PARKING STRIPES TO BE PAINTED 4" WIDE AT 9'-0" O.C. & 18'-0". - FURNISH & INSTALL POSTED HANDICAP SIGNS AS REQUIRED BY STATE CODE. - CONC. SIDEWALK WIDTHS TO BE 5'-0" WIDE w/ CONTROLS JOINTS 0 5'-0" SIM. - PIPE BOLLARDS TO BE PAINTED OSHE YELLOW. SEE SHEET A1.2 FOR GRADING PLAN SEE SHEET L1 FOR LANDSCAPE PLAN \y� 0 EXTG CATCH .4 10'-0" DRAINAGE & UTILITY EASEMENT \ 1 DIRECTIONAL SIGN- NIC. 1 EXTG. CONC. APRON TO REMAIN DIRECTIONAL SIGN- NIC. � w CDd r� In O O � I � 1 r � y m N 0 I ul 0- -w wry ca r.: co Q '-0 ------ i FACE- T DUMPSTER- i RETUR o BY OWNER SL> I ! I I I i I I ( I I I i I ° O iRICK I A1.1 A 0 I O'BAR VERTICAL 0 40" OC.- 5" REINF. CONC. DOWEL TO FOOTING SLAB ON MIN 6" 5" REINF. CONC. COMP. GRAVEL SLAB ON 6" COMP. 4" FACE BRICK ON GRAVEL 8" REINF, CMU.- TYP. PAINT INSIDE '� TRASH ENCL. PLAN A1.1J 1 /4"=1'-0" / PROPERTY LIN _ N '03' 7'W 49,10' �30'-0BUILDINGBUILDING" SING o z - `' / / / / SETT ACK � EXIT WETLAND A1.2 \1 30'-0" MODULAR �, �, �' RETAINING WALL DRAINAGE & UTILITY SEE 1,2/A1.2 --" a EASEMENT / i / - ©# 3» BITUM. ONE POLE TYPICALP. G VEL � WAY 3� POLE T.3 ST9. 4" REINF. CONC. REMOVE & WALK ON 6" COMP. 24'-0„ HEAVY TIMBER & --- �-► RELOCATE EXTG. GRAVEL- TYP. ' CHAIN LINK GUARD- ( ` TREES (7 -THUS) RAIL- SEE 4/A1.2 �• 3" BITUM. ON �'�S• _ 8" COMP. GRAVEL PIPE BOLLARD TYPICAL PAINT M 1 gyp, 4" WIDE r PAINTED i N - -- - — - -- _. POLE STRIPES ONE -WA 6.98. i�`' l 1 BANK BUILDING " A .1 PARKINGHS) F.F.E.=1017.25 =100 0 AUTOBANK (6 -LANES) 20'-0" VFY. 77'-3" 1'-0" 68'-0" FLAG POLE- Cl. SEE 6/A1.1 �'�.. o I a ! I GATEWAY 2ND ADDITION A ` n BLOCK 1, LOT 3 00 , LT. 0-0 (6.) I TMqje POLE I I I I� I I ! I I -- 1 „ . • I •i i i I I I 1 I 1 1 i r -I i I I i LJ 1 I L_I I i i I AUTOB�,NK SEE CANOPY ` ROOF 4/A4 FOR HCP. RAMP - ONE -WAY SEE 4/A1.1 12'-10" '-0" LT. DIRECTIONAL - --- -- POLE SIGNS- NIC. i - i � C' \ ITS, -I 4" REINF. CONC. (15.) MASONRY TRASH _ _ WALK ON 6" COMP. \ / r►Frl llcl Or AM n" L i ! C GRAVEL- TYP. i1 �» __, �. q KEYED SITE PIAN NOTES: 0 ACCESSIBLE PARKING SPACE SIGN SHALL BE LOCATED CENTERED AT HEAD OF AISLE MOUNTED ON A 2"0 GALV. PIPE STD. & 40"-60" ABOVE ADJACENT PARKING SURFACE. Q VAN ACCESSIBLE AISLE SHALL BE SIMI:LARILY SIGNED AT LOCATION NOTED. Q PROVIDE 2"0 PVC. UNDERGROUND PIPES FOR LAWN SPRINKLER - VERIFY w/ SPRINKLER CONTRACTOR. EXTG. CATCH BASIN DIRECTIONAL SIGN- NIC. i CONC. APRON PER CITY STANDARDS DIRECTIONAL SIGN- NIG. \ GENERAL NOTES: - VERIFY & LOCATE ALL UNDERGROUND PHONE & UTILITY LINES PRIOR TO ANY EXCAVATION. - SEE MECH. & ELEC. DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SITE UTILITIES. - BARRICADE OFF CONSTRUCTION AREA AS REQUIRED KEEP CONSTRUCTION AREA TO MINIMUM. - SLOPE SIDEWALKS & GRADE AWAY FROM BUILDING TYPICAL 1:20 MAX. SLOPE. - MATCH NEW CONSTRUCTION WITH EXISTING WHEREVER NECESSARY (le., CONC., CURBS, CONC. WALKS, PAVING, etc.). - MATCH/TIE NEW GRADING INTO EXISTING GRADING. - CUT & PATCH EXISTING BITUMINOUS PAVING, CONC. CURBS & SIDEWALKS TO MATCH EXISTING. - ALL MECHANICAL & ELECTRICAL EXPOSED PIPING, GRILLES, CONDUITS, etc. TO BE PAINTED. - PARKING STRIPES TO BE PAINTED 4" WIDE AT 9'-0" O.C. & 18'-0". - FURNISH & INSTALL POSTED HANDICAP SIGNS AS REQUIRED BY STATE CODE. - CONC. SIDEWALK WIDTHS TO BE 5'-0" WIDE w/ CONTROLS JOINTS 0 5'-0" SIM. - PIPE BOLLARDS TO BE PAINTED OSHE YELLOW. SEE SHEET A1.2 FOR GRADING PLAN SEE SHEET L1 FOR LANDSCAPE PLAN \y� 0 EXTG CATCH .4 10'-0" DRAINAGE & UTILITY EASEMENT \ 1 DIRECTIONAL SIGN- NIC. 1 EXTG. CONC. APRON TO REMAIN DIRECTIONAL SIGN- NIC. � w CDd r� In O O � I � 1 r � y m N 0 I ul -w wry ca r.: co Q o V p 14Z R aw `Lo o CJN g n Z L__ ° ° Q cr, d tom-- C3 f? z Z � J > 00 w � � h Lm m o ulU W W UL— ca LZ 00 co 73 Lu L 2:5`4 -5 00123 Sit 00123 L16HTINO FIXTURE 56H -E i rft PEi drraq V&rA6E L*fS DIFf16M 4vlOtWt a Mf9W & GAT. NO. NOTES r 1 CIRC /1. 6 M1VFr TTv�rr R IW-!`Oy1 VOLTA16E 18► G .L R1�1.ESSW GUU�vIDIA F'4ZPW ma frw A %)w LAY -"795 I__paZ T-45 PARAD IG L -I WLLWN5, METALED(, LtTHONIA - 1 9 TR Y30 CIRCUIT A -WA FrE(•E£+619 GOLLMIAM�, 6ROIo�D b OW LAY --N 7s5 T-*TYUG LE&o- t+'AI.�IA(, LITt�OPUA MXISO "WA %-WA JW 2W t PR LI +Q,LITtONIA ONLY C /�AGK i f � 22 SPADE cr 400A 5lA M=? U06 EQ A- r IW 2-f092 NONE GELINC / GA.. AOIA KS4-232-EDt3 W D gT p iWIW 7% 7-6 3 C4 AIN WLL", META -UD(, UTMOW EQUAL 6R,00 42 -WA aE1T LIEt1T WITHTao LED STENCIL CI uNro/ FnrG ITE #we,-I--R-EN WRITE E BATTERY PACK �AKFR FAGS WAIL PURL UTE, PAL. SAM LITHONIA EQM EK4WA N .Y MINE I30 WITh NOIZ CELIN6/ P�GEOLITt F y TTM PTT CRY PACK S FIDETtFZ WALL. PU& LITE, FAL SAFE, LITHONAA EQUAL KID. ISO I -mw w T`Ew Rt✓G�D PRGaLIM �I151+,t1fl=-� � rEiFPEpCim POMC&T mil PRISMATIC INf IN1TY, hAIA LIThONIA E•QM •18. 120 I Tom' REGE NIY, E � mm IaRISMATIG WIC 114-0, LITI'IONIA r.Q AL eX�rERZ�R ti 1p.. IW i 7 W NOW WAIL KIM �f'A4P111r �tt1 A_b-'P h L l Aa(t WA.L ,- `�' FLIJORE6GEA4T I 0 I -f032 AiG# `r+LIG IAIGER KENAU_ X3')346 -M -6W d TANK Lwff T-45 WALL GAN. WLL", ALKLO, UTI -MIA EQUAL OMITTI!P K SITE LI6MTN& 240 1-4WW TEMP 2s 6PALLDW #601 -404M -240V-411 WrIC6- IN L STAB, T`FPE a] MH 6LA6E POLE SITE LIE�t tTk+16 STAd+1PAd 2110 A00 -W & 1-47W TEMP 20 6PAU"DIN6 #6EII k�JM-24OV-III GPTIC.6-- 51LVER/ 11 -66L -#fes 01,0 U TIft III WITH ATM. F1-" Mh &LASS POM KIM k AM A sn UaHTH& STAADW, 2'40 I-A"W TEMP 0 S'AI PPO SII -40a -240V-tT Off L2 TYPE FT mh etIA66 Pa -E 6LVC-R/26-6qS-6II-SGL-066 MT15KWR KID. }2O I -WON POLYCRN A WALL I�6A #21V7MH EI�"AT M WALL ARACKET MH JW 1--FO3 NONE COVE 6aA01A X398- I� N �'rTR#� { '� 7% T-0 WLLWAS, METAI_lX, LITHONIA► V4X- p 2 -ow m I. WALL ALKCO #l4h4� P L� b+o HR FINTIRE 664SUE NOTES I PROVVE, COW IM AAS, EM r15TAIL Q-fZr P&J. VIrRrY Ca -CF - 2 FI;+fnJW- INGLIM-6 A Pa& MaNED FL04P U6ff AIMED TO LL.I MNATE FLA6. WTA-L F'LZW LWW WACKE T" 15' AVOW POLE 0A6F_ s FWUM N+a=6 A PaZ MaJOW M," L16H'r ANTED TO LUMINATE A.T#A• IPlSTALL ry." L* f• WAG�ET W AWE FaZ PASS• TOP OF BASE 3O''' AD AT FIXrUWE6 TYPE 'L AT FIXrl S TYPE I PEON 15 d' (TDF M.W W/ 6RN'4E� OOP L&IT" FOR ATM. AT (TSE TYPE Ajo, :ati�iL= -0 Rew, 2„ J CENTERS we 44 REAAR5 MIN. COVER P(,TRICAL CasCUT > WRAP -ARO" TIE5, ON aNr RS tCvve i0' epla rD ROD, kD TO Paz � L10HT ffIXTURE SASE DETAIL NOW ._.. _ _._ I r I ! 1 ; j EXISTING TM DASIN • r ��--I RIM 102-.01 -- — — _ ,._• _ PROPERTY LINE — it , %, ,`', ; !; t—,�-- '— 1 INV = 100142.. EXISTING WETLAND � , r," , /'' - �f �, I -,� _: w ..r 1 MFLt1ANIG� GONTRAGTOR 6HA" .L u; NEW r ATGti,:. AAI l4N WITH 2 ' f TAE, IZ STORM SEWER INTO AGK . PL',AIT"E5V-M-IA r • -r ,'" j ` ., INVERT AF -or Tl GAT �� ;1 . r."""" .r s ". ._...., . -•^ ' • 'il'Fr'{:7�T '•iSt- .•l oeb 3 - .. - - ..�•�•""'... +""• .,>: • .p ! • ' ".. - { rAT -- w; ..... ...... TI TY E & � - , DRAINAGE eATC �, r.'r'' ,' ,.r •',,.�/'°` _..._ _"� _� _.. _ _»'s' i ..__ k :.�; EASEMENT -f DRAINAGE & WA r' r' i• '', ✓• rr // / .�,.^-"'7w••.'•'•."...r~ _.. ._.- .. ... ._. .. - t y_.wr••-..--y �' l •l� r f r r �_ -� �-,•-.._�_'^--' iii ' ! s UTILITY EASEMENT f r'�� 'i� i �, r'r-/ .f rr. r-� �. �// rr-„�-y';�w+'"s.».... - 1- .',.F - ^�,,,:✓�'� ..: ...-•' ,� � iii � , i'}`; '% ,' / r -,.r a .r ,, i• ,,,,. -..,MQDUTAR f /�, '•� ”, y,.r' .r ' .r' '' �,'�,.' ' ,, L/I'J (9 RMMNkWALL i �' ../ /' r',/ ,.�r ,'`�� '' ,,ter / ,'' ,,•."''� �` _,....^... sfi ... � / ` ',� vA 1 i i t 1 i 1 1 1 1 ''' „{ \ 1 8" STORM AT t CATCH WINIw .10, rr 1 r 4r !1 !r /f / - - ` INVERT = 10092 "tl ,19 1't t li �� t i 1; i i 1 f ! f 1 ! __ -..�.•- I' "'sittu _._ i 1 ..:=1 � , t 1 t , , , I r ; •- � � i �_ �...... __ __ 1' \ � \ TOR Sh#ALL' PARKING LOT 1 t ; i i i e i ' i r ! BANK BUILDING II; - (31 -STALLS) _• ISI TAP jl" 6IR Ali© I� 1 1 , , d ` , i j AUTOBANK FAE.=1017.25'=100'-0 ._..s , _ �_, OF EXIST Tai a _-�Q-LANES) \ t INVERT » 10(r�8?r I i i ► + ' { ; '; i r i 3/4 PVC, TO ROOM #106'r ► { ` I i i + ` 1 r OII NM6 CAMERA. a1&L Ca4tN GT i + ► 1 i ' i i i ' I ! 1 i -1 f r'1~J"T 1,C,`•I�Et 4" SANITARY STLV 1N5 , FFa:tRTY LINE., - i \ 1 I / 1 ;' ` _ _ .. I _ ... Ii 1 AI� +r0 N N' I!>� 4 N 'N;. \ , v ,t ;t01rVN�; II! ttt I' t► � i j I j 1 1 i � � �rf ___ -• it �,�,-,,� , I L. ��AINGOV 7 FJ L.j� L� { „� + � T • '�- ,-- _ ._ - `� - WATER $ C] C]1 I �,•`�...` i!_J�%i Py •r..,._-.1..--.--- !'�' �+L,M. � �. � 4 �': SIGN; 1 \ ` `�, _J�--�'.t`t MEGfi GZIJIVTR SI'tA�L C%ONNEGT TO ,1 !. ,•I , ,' f , 2" WATER 6ERV AS ;; t ` y ►, ` , ` ! ;__ { .�... i ___ ___ TO EXT MOR LIF.t1TI , , :; AND EXTEND TO �I�i AA~. 1 \ r;:Jjj__ JI RELAY IN-- AT II /, iedp All r+ S _ l t { 1 I + { i i , i _i _i # +j �. /'` '•.,,;I' / rr 1 IVERIFY R)=M Nr6 WITH Aj1 �. KSI PAD MOlff 1 Wk TIRMOFORNIER , • t;y '4,i j? 1t, 4� 1 \ 9& TO E../�r f-(�IOIR� f ll�`IiIs.-liY'{UV, nNY• /�+' C/�!tf:-J� ev.. 1 ; t ; `t t t , `�i ,�� r" w FWY IN ROOM O MWiMU0.1 ON WATER SEfZVIG I _ .�.... 1 , Ste - i at kL DRAINAGE & �' i t t t , , ; t ' , , `, ' ' NOV CATCH NA51N WITH 2! UTILITY EASEMENT PLATES ALV -STM - V �'�.,. � �,,; �� // l �� � /�;• RIM =1016.0 + ; ' Flan VFRrY WITH 1 � ALL WIRING TO SITE i wgHTBJG FIXTURES AND EXISTING GATOI DASIN 61" SI1AI_L M #10 AWG GU INSTAlIM H r 1 3/4" MNIMU'N PVG COPDUIT. H I TT PLAN -- ME61 tN Sam rad -.o PAIU-150Af P 66HERIE y WIAN{/1 r 1 CIRC /1. 6 r y . CD © Z X 0z W W > z � I a PANt� VOLTA16E FHW WIRE MAINS ma frw TYPE Ca*A Nrs I__paZ 2 -Pa E 's-Pr7LE L -I IW/2.A0 1 9 &VA OLWACE CIRCUIT A -WA 3 -WA 6ROIo�D LE&o- GRA "WA %-WA TWO SEGT'ION PANEL s Z C~ ONLY U 22 SPADE 5 -WA 400A 5lA M=? U06 r 2 70A L2 iWIW 1 3 400A SIRMGE 6R,00 42 -WA 0IRV NU5 �AKFR ONLY S k, p p ED PAD Maw TRANSFORAAER 3„_3 100 MGA GU 400A MAI 5WN L --i L-2 GT. GAD- 3''-351p0 MGM GU Ve0500 MGM CU I \_— r=I#1/0 cu 6Raw SERVICE / DISTRI6l1TION iZ15ER C/ w j* m N Z _ tp — W N 1 G4 W 4 Z C31b r y . CD © Z X 0z W W > z � I a y t Zz 0 r N 0)_ J 'r J !„� ib O W W J a 1 Z o z co az Z,. © z W V :o CC 19 o R g J O L : m W Z C~ U J U r Lttr 20 SITE PLAN 4 ........... M TOPOCR9PfIIC SURl��'Y FDR. LAA-EVILLE, DAKOTA 00(-1rA'rFY, NORIY�'.S'T PROP�'RTl�'.S NMAWSOFA rri DROWA AND VnUTY EASEMENT PER PLAT z Lo 0 00 • / 0/ rp Zen /30 /0" 'Q� 40 6 • "0 40 " "0' 0 0 Ir 07", eq SAN. STUB Lls \ WATER Me 4,0 016 1111610 'o IT. lo, \ 30 IQ ?0 liRAI L — — — — — — — — — — — — — — — — — — — — ZAW—AN6 UirU1Y EASEaAENT—PER—PL;Tur - TI .6 . 9 k COKRM 9�Rj 16, 4 T MINI IONS nc T.V, NO. T12.20207 FILE NO. 3084 Ilk, " ;�4tv'fvp This su"ey Wkw1a above grw,#W indications of utilities and information avalloble from asbiolt *w*nmp. The surveyor nuikes no guarantee that the wW"rwjW utilitles shown wnptioe aN Beach utilities in the area, either In 6w%4o# or aboridoriod. The surveyor furOw does not worranty ttiot the under- This survey was prepared without the benefit of a title search frotoW utifitiss shown we IA the o"d IwWon k4cated, afthough he do" and does not purport to show all easements of rw-wd Witty Ouxt OW are located os avourvt* as possible frwn informion wak*w- The moveyor two not physica4y located undwVrowtcl vuRbes. NET. 20207ST1.* No "1 4 OR" 01 POO CWW-Y ROAD NO. 46 172NO STREET Sr 173RD STREET SITE tie ff , Lot 3, Block 1, GATEWAY SECOND ADDITION, according to the plot thereof on file and of record in the office of the County Recorder, Dakota County, Minnesota THE PROPERTY CONTAINS 60805 SOUARE FEET OR 1.40 ACRES. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly licensed 1-6nd Surveyor under the Lows of the state of Minnesota. Signed the 4th day of April A.D., 2000 30 0 30 60 j 90 Ill I I I I I I I 1 7 - GRAPHIC SCALE ET Dennis M. Horrea Minnesota License No. 22440 For Bolton do Munk, lnc. M TOPOCR9PfIIC SURl��'Y FDR. LAA-EVILLE, DAKOTA 00(-1rA'rFY, NORIY�'.S'T PROP�'RTl�'.S NMAWSOFA rri DROWA AND VnUTY EASEMENT PER PLAT z Lo 0 00 • / 0/ rp Zen /30 /0" 'Q� 40 6 • "0 40 " "0' 0 0 Ir 07", eq SAN. STUB Lls \ WATER Me 4,0 016 1111610 'o IT. lo, \ 30 IQ ?0 liRAI L — — — — — — — — — — — — — — — — — — — — ZAW—AN6 UirU1Y EASEaAENT—PER—PL;Tur - TI .6 . 9 k COKRM 9�Rj 16, 4 T MINI IONS nc T.V, NO. T12.20207 FILE NO. 3084 Ilk, " ;�4tv'fvp This su"ey Wkw1a above grw,#W indications of utilities and information avalloble from asbiolt *w*nmp. The surveyor nuikes no guarantee that the wW"rwjW utilitles shown wnptioe aN Beach utilities in the area, either In 6w%4o# or aboridoriod. The surveyor furOw does not worranty ttiot the under- This survey was prepared without the benefit of a title search frotoW utifitiss shown we IA the o"d IwWon k4cated, afthough he do" and does not purport to show all easements of rw-wd Witty Ouxt OW are located os avourvt* as possible frwn informion wak*w- The moveyor two not physica4y located undwVrowtcl vuRbes. NET. 20207ST1.* No "1 4 OR" 01 POO CWW-Y ROAD NO. 46 172NO STREET Sr 173RD STREET SITE tie ff , Lot 3, Block 1, GATEWAY SECOND ADDITION, according to the plot thereof on file and of record in the office of the County Recorder, Dakota County, Minnesota THE PROPERTY CONTAINS 60805 SOUARE FEET OR 1.40 ACRES. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly licensed 1-6nd Surveyor under the Lows of the state of Minnesota. Signed the 4th day of April A.D., 2000 30 0 30 60 j 90 Ill I I I I I I I 1 7 - GRAPHIC SCALE ET Dennis M. Horrea Minnesota License No. 22440 For Bolton do Munk, lnc. NOTE: VERIFY WALL HEIGHTS wURADING PLAN El' C. SITE GOtMIONS STEP BOTTOM OF WALL AS READ. w/ EXT.G. GRADE R ETAI I 1/16"77 �l I ULU lit clrD EI 11= -ti I.—- - ------- V F-1 ENGINEERING & PERMIT REQD. -A BEFORE CONSTRUCTION THE MODULAR RETAINING WALL SUPPLIER WILL BE REQUIRED -11 F -I I 1=I I TO PROVIDE ENGINEERED CALCWTIONS FOR THE DESIGN Of THE RUN", WALL SYSTEM, BY A STRUCTURAL ENC4NEER UCE14SED IN THE STATE OF MINNESOTA. INSTALL GEO-GR@ AS REWWD III III=111= 1 4 MINUS FREE -DRAINAGE 3IL"El. 12" BEHIND WALL 5" NO TILE COMP. BACKFILL MATL. TO 95% STANDARD PROCTOR 6" MIN. COMP. GRAVEL TO BASE TO VA STANDARD PROCR 41-0- - SEE GRADING PLAN RETAINING WALL SECTION 377707 12x 12" TIMBERS 0 6'-O" OC. CHAIN LINK - 6* -0" TYPICAL 50-00 T 157'-8" VERIFY CURVED RETAINING WALL V-00 r314' VERIFY T.O. WALL EL.= 1014. !A] W WE I I E-1 I I=-1 I I- I I G! I EA I I Ilil - L - J IL - -it - -- - - - - - - - - - - - - - - - - - - - -- r'-­I-LnCD r--03MCD--C'-jr7 0000 C:)CDC) OC>(DC) 000303�0 7 7 -F Ty- rrrrrrrri "J I N69'.03'27"W PROPERTY LINE 149.a 4- �7- 1 14, EXISTING C) w:z WETLAND �l k3 ,I I L0 r-2 lQAT2-7 ---------- 301 -0" --------------- DRAINAGE TILITY EASEMENT ------ ---- CATCH- 8A .5 --- jTWW �l 0 14. 4 '4400joy INV. i .5 MODULAR 1014 RETAINING WALL 1014.51014 + 1015.0 1015.0 + 1015.0 + TC 1016. 1016 1015.0 + ONE-WAY 1017.Q 1017.0 + 0-0 IC -4 1016 it it "ql 1016.0 PARKING LOT I AUTOBTS) K BANK BUILDING . (31 -STALLS) i F,I.E. 10 1 7.25'=100 -0 ' I I I I I I I I I ( \ I ' �\ \ 1016 --- t Tc. 1017.5--- ME' 1ql7.25 +,4,- TC. 1017.75 t'jC. 1017.40 t TC. 10,117.75 II I III I TC. 10 7.50 C, 1617.75 4"TC. 10117175 I + 1017.0 to t' 1017.70 1017.211+ i+ I k�j) TC. 1017.70 1 +l, 1 17.10 TC. 1017.60 +1017.2 1017! ONE-WAY -4- 111 0 17.21 TC 1017.5 C. 401696 TC 1017. 1017 + 16118- m 101`7, ONE fOl 7.5 WAY CATCH' BASIN-- RIM.= 1016.0 1017.5 + 1017.35 -riNV.= 1009.618 4.. 1018 WORKINGPOINT 1019 . ..... PROPERTY LINE 265.519' X7020, DRAINAGE & UTILITY EASEMENT CD GAS CD GENERAL NOTES: - VERIFY & LOCATE ALL UNDERGROUND PHONE & UTILITY LINES PRIOR TO ANY EXCAVATION. - SEE MECH. & ELEC. DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SITE UTILITIES. - BARRICADE OFF CONSTRUCTION AREA AS REQUIRED KEEP CONSTRUCTION AREA TO MINIMUM. - SLOPE SIDEWALKS & GRADE AWAY FROM BUILDING TYPICAL 1:20 MAX. SLOPE, - MATCH NEW CONSTRUCTION WITH EXISTING WHERE)/ER NECESSARY ie., CONIC., CURBS, CONIC. WALKS, PAYING, etc.). - EW GRADING INTO EXISTING GRADING. - CUT & PATCH EXISTING BITUMINOUS PAVING, WK. CURBS & SIDEWALKS TO MATCH EXISTING. - ALL MECHANICAL & ELECTRICAL EXPOSED PIPING, GRILLES, CONDUITS, etc. TO BE PAINTED. - PARKING STRIPES TO BE PAINTED 4' WIDE AT 9'4' O.C. & 18 -o". - FURNISH & INSTALL POSTED HANDICAP SIGNS AS REQUIRED BY STATE CODE. - CONC. SIDEWALK WIDTHS TO BE 5'-0" WIDE w/ CONTROLS JOINTS 0 5'-0" SIM. DRAINAGE & UTILITY EASEMENT C) WATER =3� ol GAS Li E C5 C? U-) CD 01 75 m N C-) C) I oz LD 0