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Gas Center4 v E d UJ Cn rn 3 0 UTILITY & GOVERNING AGENCIES CONTACT LIST: WATER COMPANY MONTICELLO MUNICIPAL 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 271-3271 JOHN SIMOLA SANITARY SEWER COMPANY MONTICELLO MUNICIPAL 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 271-3271 JOHN SIMOLA GAS COMPANY MINNEGASCO PO BOX 59038 800 LASALLE AVENUE MINNEAPOLIS, MN 55459-0038 (612) 372-4664 SUSAN SARGENT POWER COMPANY XCEL ENERGY 414 NICOLLET MALL MINNEAPOLIS, MN 55401-1993 (612) 330-5890 DAVE BERKLAND TDS TELECOM 316 PINE STREET MONTICELLO, MN 55362-0298 (763) 295-2974 TOM OLLIG ENGINEER OLSSON ASSOCIATES 7900 W 78TH STREET, SUITE 150 EDINA, MINNESOTA 55439 (952) 927-3803 TELEPHONE (952) 941-0644 FAX CONTACT NAME: JIM ZIGMAN E-MAIL: jzigman®oaconsulting.com LOCAL ENGINEER'S OFFICE OLSSON ASSOCIATES 7900 W /8TH STREET, SUITE 150 EDINA, MN 55439 (952) 92/-3803 JIM ZIGMAN MnDOT DISTRICT #3 3725 12TH STREET NORTH ST. CLOUD, MN 56303 (218) 828-2463 BOB BUSCH LOCAL ZONING OFFICE MONTICELLO PLANNING & ZONING DEPT 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 295-2711 FRED PATCH FUEL CENTER AT 9320 CEDAR STREET MONTICELLO WPlr=7HT rC)HNTY &AINWR C)TA ARCHITECT HARRISON FRENCH & ASSOCIATES, LTD 809 S.W. A STREET, SUITE 201 BENTONVILLE, AR (479) 273-7780 SURVEYOR OLSSON ASSOCIATES 7900 W 78TH STREET, SUITE 150 EDINA, MN 55439 (952) 927-3813 JASON TOWNE GEOTECH BRAUN INTERTEC 245 E ROSELAWN AVENUE ST. PAUL, MN 55117 (651) 487-7005 STEVE MARTIN DEPARTMENT OF ENVIRONMENTAL PROTECTION FIRE DEPARTMENT MINNESOTA POLLUTION CONTROL AGENCY MONTICELLO FIRE DEPARTMENT 520 LAFAYETTE ROAD PO BOX 422 ST. PAUL, MN 55155-4194 MONTICELLO, MN 55362 (651) 296-6300 (763) 295-4111 JOE HENDERSON CHIEF SCOTT DOUGLAS HEALTH DEPARTMENT MINNESOTA DEPARTMENT OF HEALTH 3400 N 1ST STREET, ROOM 703 ST. CLOUD, MN 56303 (320) 255-4216 WENDY SPANIER BUILDING CODE REVIEW MONTICELLO BUILDING INSPECTOR 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 271-3212 GARY ANDERSON CITY INSPECTOR MONTICELLO BUILDING INSPECTOR 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 271-3212 GARY ANDERSON CITY ENGINEER WSB ASSOCIATES, INC. 4150 OLSON MEMORIAL HIGHWAY, SUITE 300 MINNEAPOLIS, MN 55422 (763) 541-4800 BREI WEISS PROJECT - LOCATION I SCHOOL BDAD. E LOCATION MAP NOT TO SCALE SHEET INDEX C-1 COVER SHEET C-2 ALTA/ACSM LAND TITLE SURVEY C-3 OVERALL SITE PLAN C-4 DEMOLITION PIAN C-5 SITE PLAN C-6 LOCATION PLAN C-7 GRADING & DRAINAGE PLAN C-8 EROSION CONTROL PLAN C-9 UTILITY PLAN C-10 LANDSCAPE PLAN C-11 SITE DETAILS C-12 UTILITY DETAILS C-13 EROSION CONTROL DETAILS Building Official Review and Authorization Required Prior To Changes, Nlodli�o�ttione, or Aitl�fllfll�t�if APPROVECI FILE COPY • p6V16wE0 FOR CODE bwnur l ' SUBJECT iO F1GLD INSPECl14N bato: GENERAL NOTES 1. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, checkedby: EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL O FEATURES AND EXISTING STRUCTURE LOCATIONS WERE PROVIDED BY THE FOLLOWING project no.: COMPANY AS A CONTRACTOR TO THE SELLER/OWNER. date: BOUNDARY/TOPOGRAPHY: OLSSON ASSOCIATES W 660 FRANCE AVENUE SOUTH, SUITE 230 EDINA, MN 55435 CONTACT: JASON TOWNE (952) 927-3813 2. THE SUBJECT PROPERTY LIES WITHIN ZONE C, (AREAS OF MINIMAL FLOODING), PER THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP COMMUNITY J PANEL NO. 270541 0005 B, DATED NOVEMBER 1, 1979. 3. ALL PHASES OF THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER / DEVELOPER SITE WORK SPECIFICATIONS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. 5. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER LLI MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. I- DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. 6. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE L ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES Q DURING THE CONSTRUCTIONS PHASES OF THIS PROJECT. 7. SAFETY NOTICE TO CONTRACTOR: Z IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE S CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT Q BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 8. WETLANDS NOTE: LL ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINNERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR H RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. 9. CONSTRUCTION OF THE BUILDING, UTILITY ENTRANCES, CANOPY, AND THE INSTALLATION OF THE UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED PLANS. 10 CONTRACTOR IS NOT TO START WORK UNTIL WRITTEN AUTHORIZATION FROM SAM'S CLUB s FUELING ONSTRUCTION MANAGER HAS BEEN RECEIVED AND SAM'S CLUB STORE MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE FROM DEBRIS AT ALL TIMES DURING CONSTRCUTION. THE CONTRACTOR SHALL POWER WASH THE ENTIRE FUELING SSTATION AREA PRIOR TO TURNOVER TO WAL-MART 12. THE CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, STORING AND PROTECTING ALL THE MATERIALS AND EQUIPMENT SUPPLIED BY WAL-MART REALTY UNTIL IT HAS BEEN INSTALLED AND ACCEPTED NY WAL-MART REALTY EXCEPT FOR THE CANOPY AND CANOPY LIGHTS. NOTICE TO BIDDERS ALL QUESTIONS REGARDING THE PREPARATION OF THE CONTRACTOR'S BID SHALL BE DIRECTED TO THE OWNER'S ARCHITECT, HARRISON FRENCH, AT (479) 273-7800. SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE CONTRACTOR. THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER. ..�mm!'m' ----, OWNER 1 WARNING: i WAL*MART REAL ESTATE BUSINESS TRUST 1 CALL BEFORE YOU DIGI I 702 SW 8TH STREET Gopher Mates One Call I BENTONVILLE, ARKANSAS 72716-6489 667.454.0002 1 (479) 273-4000 11M No nn M M M M sly M alp M M M e$ Y Y 0 O 1 N w � n W 0 F > a0: y_ N , N �9 O z ` {E VA W •� g V g in a 4 ' 3 i a i_ zg� Od J OZ W I LU C3 r o�w z� �On oxw WW az oN0 c� U 6 W�_ W> -O CL NMV) ZZ W a W O f J . aZaN n:�z O Z _0 ~ Z N iq W LU 0 0 Q W m J W W O W U 'W Q Fin W mW1 W a - w '- 3 z =3A5 a W 0 • orown by: h - checkedby: JGS O JGS project no.: J date: 09/23/ W N 1-- LLI Lail LJ J 2 W V) Q O a LLI I- C O L U Q LL Z S � J Q 3 C LL C H L C s orown by: JA/- ALchecked checkedby: JGS approved by: JGS project no.: 05-113 date: 09/23/ SHEET C-1 w 1- 1 - Li I w 1 w w N 3 s U Lni �> ww LI)� w 3~+ cu LJ r> w ~ I J Z ¢ U ID w I 7� fn �' I - w wW hry X z J d �CU Cu0 0 Lr) N o 4� N U 0o 0 i > O �z t� LD w D: oc Ii PROJECT SITE LOCATION MAP NOT TO SCALE Notes: There are 1015 stripped parking spaces on the subject property t the time of this survey, 991 regular + 24 Accessible parking spaces) PROPERTY DESCRIPTION Lot 1, Block 1, MONTICELLO BUSINESS CENTER THIRD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. ' SET PK NAIL ` J421255U83 E.'52051923 A=816;34' R=94600 L=139.40 h FD. PK NNL W/DISK (8LZOW W_4R COURSE M-212435.36 F_ 520446.1 F 6 'E SET PK NAIL - SET PK NAIL N:212671.29 E-5205"28 L�H,.4t G 78�6px i mn p Metropolitan District - LEGEND • MONUMENT FOUND -F/0- EXISTING 2" FIBER OPTIC CONDUIT Q 1/2" IRON SET (UNLESS NOTED OTHERWISE) -SAN-, EXISTING SANITARY SEWER. LINE 0 EXISTING SANITARY SEWER MANHOLE -STORM- EXISTING STORM SEWER LINE 0 EXISTING STORM SEWER MANHOLE -WAT- EXISTING WATER LINE EXISTING CURB INLET -GAS- EXISTING GAS LINE ❑T EXISTING -TELEPHONE PEDESTAL - EXISTING_.PLUG ❑ E EXISTING ELECTRIC PEDESTAL 9 7.) Agency with jurisdiction over sanitary, storm and water utilities: are located as accurately as possible from Information available. The surveyor has not physically located the underground utilities. Verify all utilities critical to construction or design. Contact Q EXISTING IRON d MASONRY FENCE OCD EXISTING CLEAN OUT EXISTING SIGNAGE Z EXISTING WATER VALVE y O ® EXISTING GRATE INLET - CENTERLINE OF R.O.W. EXISTING FIRE HYDRANT - - - - EASEMENT LINE e EXISTING WATER METER v 9.) Parking requirements per Chapter 3 GENERAL PROVISIONS of the City of Monticello Zoning Ordinance, SECTION 3-5: PROPERTY BOUNDARY Q EXISTING BOLLARD -f--= MINOR CONTOUR LINE EXISTING BUILDING -rr65- MAJOR CONTOUR LINE EXISTING PARKING LOT LIGHT. W DENOTES EXISTING TREE 17. RETAIL STORE AND SERVICE ESTABLISHMENT: At least one (1) off-street parking space for each two hundred (200) square feet. (n s f EXISTING LANDSCAPE AREA PROPERTY DESCRIPTION Lot 1, Block 1, MONTICELLO BUSINESS CENTER THIRD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. ' SET PK NAIL ` J421255U83 E.'52051923 A=816;34' R=94600 L=139.40 h FD. PK NNL W/DISK (8LZOW W_4R COURSE M-212435.36 F_ 520446.1 F 6 'E SET PK NAIL - SET PK NAIL N:212671.29 E-5205"28 L�H,.4t G 78�6px b r' rel e�-tn. tr-'r-rte SET IRON -= EXIS771VG WAL-MART STORE GROSS S.F. =203097 FFE=966.0 SET IRON N24:3504 12063° 11 �----7 STORM SEWER MANHOLE _ STORM SEWER MANHOLE -1 oyELEV=963.22 ELEV=963.69 CyWAL-MART PYLON SIG _SIDEWALK EASEMENT Am IW ti`as�a\ n c p'R s PER DOCUMENT NO. A- O ' t l sR u �' 3.42' HIGH MASONRY AND 936644.` W WROUGHT IRON FENCE SIDEWALK EASEMENT_ (- y uc 15' DRAINAGE AND UTILITY" K ELEC 9 t PER DOCUMENT NO. A - ' � GAS ----�,._ EASEMENT PER PLAT OF SANITARY MANHO $ j" + _� ! :'; 9szoe 936644. CURB INLET MONTiCELLO BUSINESS U1 c ELEV=964.34 j ny /nELEV= 959 9 CENTER 3rd ADDITION- • '+ `si 12' DRAINAGE AND UTILITY V N 6 ! EASEMENT PER PLAT OF f MONTICELLO BUSINESS Q Z WmII 9'5 CENTER 3rd ADDITION " �.J�TING / y on i z4i a S DE1 RIUI aN 9 �: _r .5: 86 j.1R{�;-�� ro m.��- n ~� � yn� ! �_ W Asa FLARED &D SECTION *956.41 `- _ � E ma, + Z e . 6 36* INV. ELEV. 956.21 ` ` +P' �1} P' Z 1 e sds ne no +gs 1 o r o :42 HIGH MASONRY AND Z o�•.i mm'' - yvo t !0 ....-�- va..�`®--x_9-_s_9__�o,�c, F.'i 3^^` - ._Z."..� ® .�.�.+ wa- o "y 44I+o g�WROUGHT IRON, FENCE ."gE �Qy I SANITARY NH LE 95641 POND SKIMMER EL 21 � 9,'a' .�114LET ELEV=956.32 ZN• o TORM 1111 K• .P ,� tJ CURB IN R '.m S m°v "` me' my^' _.� I- I op rd ELEV=96 .96 CURB INLET" ELEV=962.58 CURB IN jFye' ELEV. 91.74 Telephone: TDS Telecom 763-295-2974 yo 316 Pine Street 1P `p0- qeo mom _ y Monticello, MN 55362-0298 g` o"'i i yv r� t 6y98 ` m/.•- i m mo oy ¢m Electric: Xcel Energy t I `a 1 ?m - + a + .h j 8 ov *962.15 a :3E" 1-800-895-4999 I �j i f v �' i ma' ' m 2" WATER s o y 1518 Chestnut 64'04 F 4+ v + n + b + T o- 6 Minneapolis, MN 55403 N �' t Ti y I I� m ^,� y ++ C 6 Gas: CenterPoint Energy Minnegasca I g `E +, �` *o a yy I I I I I E L 0 y 612-321-5123 or J I t m mb to o CO 1 1-800-342-4166 T + T > c 0 700 Linden Avenue ° jj J y ' + y�3 - 4 v� EDGE OF PAVEMENT y _ Minneapolis, MN 55403 ym d, a0 r y EDGE OF PAVEMENT & / 1 xasz 0 Z Cable: Charter Communications �''+ m�Y= 1 --da v - yro w e U) w Q 1-800-581-0081 a + t i / nn s4.os yy ^-,_ *aszss m v o o_ o pf 1215 - 15th Street N. I y. a * y` `"St. Cloud, MN 56303 Cr N J O C za 2 -WAY C.O. + Loyd SANITARY MANHOLE 4`' 0' f �' b mem' ELEV=962.95 0 3 rn t LEV=964.29 + t y^ + 3 ..+ v N Tw+ 963.90 0 60' 120' 0 0 o Inw 1 + 65.7 \_ L ` TT3 �Ot SCALE IN FEET - `o E-02 in I m 55 F SANT ARY MANHOLE s -24 n 'rc, ELEV=964.44 STORM SEWS MAN 0 i E V=96.1 3 A=1005539'�..----- R=1120.00' Document No. 932723, Wright County records, refers to drainage and utility easements as shown on the recorded plat of Monticello Business Center L=213.61' 3rd Addition. These affect the subject property and are plotted and shown hereon. Document No. A 93644, Wright County Records, refers to an easement for sidewalk purposes as shown hereon. Document No. A 932724, Wright County records, refers to a Declaration of Restrictions wherein certain stipulations are set forth regarding the A 1 ment of sublett ro erty Refer to said document for additional information. - i mn p Metropolitan District - eve op l p p � O I N 21148553 fD 1f/2� /RON _ -- Monticello, MN 55362 1500 W. County Road B-2 GENERAL NOTES J t sD cx Roseville, MN 55113-3174 (/) I 651-582-100D 1.) The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the utilities shown comprise all such utilities b r' rel e�-tn. tr-'r-rte SET IRON -= EXIS771VG WAL-MART STORE GROSS S.F. =203097 FFE=966.0 SET IRON N24:3504 12063° 11 �----7 STORM SEWER MANHOLE _ STORM SEWER MANHOLE -1 oyELEV=963.22 ELEV=963.69 CyWAL-MART PYLON SIG _SIDEWALK EASEMENT Am IW ti`as�a\ n c p'R s PER DOCUMENT NO. A- O ' t l sR u �' 3.42' HIGH MASONRY AND 936644.` W WROUGHT IRON FENCE SIDEWALK EASEMENT_ (- y uc 15' DRAINAGE AND UTILITY" K ELEC 9 t PER DOCUMENT NO. A - ' � GAS ----�,._ EASEMENT PER PLAT OF SANITARY MANHO $ j" + _� ! :'; 9szoe 936644. CURB INLET MONTiCELLO BUSINESS U1 c ELEV=964.34 j ny /nELEV= 959 9 CENTER 3rd ADDITION- • '+ `si 12' DRAINAGE AND UTILITY V N 6 ! EASEMENT PER PLAT OF f MONTICELLO BUSINESS Q Z WmII 9'5 CENTER 3rd ADDITION " �.J�TING / y on i z4i a S DE1 RIUI aN 9 �: _r .5: 86 j.1R{�;-�� ro m.��- n ~� � yn� ! �_ W Asa FLARED &D SECTION *956.41 `- _ � E ma, + Z e . 6 36* INV. ELEV. 956.21 ` ` +P' �1} P' Z 1 e sds ne no +gs 1 o r o :42 HIGH MASONRY AND Z o�•.i mm'' - yvo t !0 ....-�- va..�`®--x_9-_s_9__�o,�c, F.'i 3^^` - ._Z."..� ® .�.�.+ wa- o "y 44I+o g�WROUGHT IRON, FENCE ."gE �Qy I SANITARY NH LE 95641 POND SKIMMER EL 21 � 9,'a' .�114LET ELEV=956.32 ZN• o TORM 1111 K• .P ,� tJ CURB IN R '.m S m°v "` me' my^' _.� I- I op rd ELEV=96 .96 CURB INLET" ELEV=962.58 CURB IN jFye' ELEV. 91.74 Telephone: TDS Telecom 763-295-2974 yo 316 Pine Street 1P `p0- qeo mom _ y Monticello, MN 55362-0298 g` o"'i i yv r� t 6y98 ` m/.•- i m mo oy ¢m Electric: Xcel Energy t I `a 1 ?m - + a + .h j 8 ov *962.15 a :3E" 1-800-895-4999 I �j i f v �' i ma' ' m 2" WATER s o y 1518 Chestnut 64'04 F 4+ v + n + b + T o- 6 Minneapolis, MN 55403 N �' t Ti y I I� m ^,� y ++ C 6 Gas: CenterPoint Energy Minnegasca I g `E +, �` *o a yy I I I I I E L 0 y 612-321-5123 or J I t m mb to o CO 1 1-800-342-4166 T + T > c 0 700 Linden Avenue ° jj J y ' + y�3 - 4 v� EDGE OF PAVEMENT y _ Minneapolis, MN 55403 ym d, a0 r y EDGE OF PAVEMENT & / 1 xasz 0 Z Cable: Charter Communications �''+ m�Y= 1 --da v - yro w e U) w Q 1-800-581-0081 a + t i / nn s4.os yy ^-,_ *aszss m v o o_ o pf 1215 - 15th Street N. I y. a * y` `"St. Cloud, MN 56303 Cr N J O C za 2 -WAY C.O. + Loyd SANITARY MANHOLE 4`' 0' f �' b mem' ELEV=962.95 0 3 rn t LEV=964.29 + t y^ + 3 ..+ v N Tw+ 963.90 0 60' 120' 0 0 o Inw 1 + 65.7 \_ L ` TT3 �Ot SCALE IN FEET - `o E-02 in I m 55 F SANT ARY MANHOLE s -24 n 'rc, ELEV=964.44 STORM SEWS MAN 0 i E V=96.1 3 A=1005539'�..----- R=1120.00' Document No. 932723, Wright County records, refers to drainage and utility easements as shown on the recorded plat of Monticello Business Center L=213.61' 3rd Addition. These affect the subject property and are plotted and shown hereon. Document No. A 93644, Wright County Records, refers to an easement for sidewalk purposes as shown hereon. Document No. A 932724, Wright County records, refers to a Declaration of Restrictions wherein certain stipulations are set forth regarding the A 1 ment of sublett ro erty Refer to said document for additional information. - i mn p Metropolitan District - eve op l p p � O I N 21148553 fD 1f/2� /RON _ -- Monticello, MN 55362 1500 W. County Road B-2 GENERAL NOTES J sD cx Roseville, MN 55113-3174 (/) I 651-582-100D 1.) The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the utilities shown comprise all such utilities W i LSj 17256 ' g o N. 1 in the area, either in-service or abandoned. The surveyor further does not warrant that the utilities shown are in the exact Location indicated, although the surveyor does certify that they V) Q F- , 9 7.) Agency with jurisdiction over sanitary, storm and water utilities: are located as accurately as possible from Information available. The surveyor has not physically located the underground utilities. Verify all utilities critical to construction or design. Contact Q ' City of Monticello GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. N E. 52142a 43 ,, Public Works I� J O Monticello City Hall 2.) The subject property lies within Zone C, (areas of minimal flooding), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270541 0005 B, dated O - November 1, 1979. V) f0 N64'1 350.28- s �'-� ~ v 9.) Parking requirements per Chapter 3 GENERAL PROVISIONS of the City of Monticello Zoning Ordinance, SECTION 3-5: III ATr" Suite 1 Q W o 3.) Zoning and setback information as provided by the City of Monticello: > The subject property is zoned B-4 (Regional Business District) W a 17. RETAIL STORE AND SERVICE ESTABLISHMENT: At least one (1) off-street parking space for each two hundred (200) square feet. (n s The setbacks for zone B-4 are: " i i IY Building: Front, Side and Rear = 0 feet w LO, Maximum building height = 2 stories- 18) RETAIL STORE AND SERVICE BUSINESS WITH FIFTY (50) PERCENT OR MORE OF GROSS FLOOR AREA DEVOTED TO STORAGE, WAREHOUSES, AND/OR INDUSTRY: The number or ; _ Parking: There is no off-street parking allowed within 15 feet of any street surface. III OTT+ _ spaces shall be required by either (a) or (b). - 4.) Survey coordinate and bearing basis: Wright County Coordinates o " (a) At least eight (8) spaces or one (1) space for each two hundred (200) square feet devoted to public sales or service plus one (1) space for each 500 square feet of storage Q e 5.) Benchmarks: (1) MnDOT disk 8605H approximately 1 mile south of the intersection of Highway Na. 25 with Interstate 94 on the west side of Highway No. 25. Elevation - 965.87 feet •I (2) Double spike in the south power pole of the north lines of the high tension wires, first set east of Cedar Street. i Elevation = 969.01 feet (3) Top of top nut of the first fire hydrant east of Cedar Street on the south side of School Boulevard. toll 1 Elevation = 963.66 feet (4) Top of top nut of the third fire hydrant east of Cedar Street on the south side of School Boulevard. 11 g 9 s' Elevation - 957.63 feet (Elevations shown are based on NGVD 29 datum) 1 } / 6.) Local office of State Highway Department W Minnesota De artment of Transportation (MnDOT) 0 ` i mn p Metropolitan District - _ Waters Edge Building O I N 21148553 fD 1f/2� /RON _ -- Monticello, MN 55362 1500 W. County Road B-2 J sD cx Roseville, MN 55113-3174 (/) 651-582-100D W F-.521113.24 LSj 17256 ' g o N. 763-295-2711 V) Q F- , 9 7.) Agency with jurisdiction over sanitary, storm and water utilities: J Q ' City of Monticello W E. 52142a 43 ,, Public Works I� J O Monticello City Hall SET IRON ` 505 Walnut Street f0 N64'1 350.28- s �'-� ~ v 9.) Parking requirements per Chapter 3 GENERAL PROVISIONS of the City of Monticello Zoning Ordinance, SECTION 3-5: III ATr" Suite 1 Q W E•5202.W II - I N 21148553 fD 1f/2� /RON _ -- Monticello, MN 55362 Z F-.521113.24 LSj 17256 ' g o N. 763-295-2711 Q F- J•21133281 E. 52142a 43 ,, 8.) Adjoining ownership information shown hereon was obtained from the Wright County Assessors Office. O f0 N64'1 350.28- s �'-� ~ v 9.) Parking requirements per Chapter 3 GENERAL PROVISIONS of the City of Monticello Zoning Ordinance, SECTION 3-5: Q W 17. RETAIL STORE AND SERVICE ESTABLISHMENT: At least one (1) off-street parking space for each two hundred (200) square feet. (n S -��\��\ 18) RETAIL STORE AND SERVICE BUSINESS WITH FIFTY (50) PERCENT OR MORE OF GROSS FLOOR AREA DEVOTED TO STORAGE, WAREHOUSES, AND/OR INDUSTRY: The number or V Z _ _ spaces shall be required by either (a) or (b). - (a) At least eight (8) spaces or one (1) space for each two hundred (200) square feet devoted to public sales or service plus one (1) space for each 500 square feet of storage Q area. Q \\\� V�Jd"� (b) At least eight (8) spaces or one space for each employee on the maximum shift. U7T P \\\ I b o $ rmsaETE \ / 10.) Cedar Street and School Boulevard are publicly dedicated rights-of-way. Q M o ) I . 1� 11-) Portions of the concrete sidewalk, located on Northerly side of property, are not within the sidewalk easement. Refer to Document No. A 93644. LLI M QP P 6 P b P ♦ Io I I l a I I p � I I � o I I I ID I ( I �� \\ This survey is certified to correctness to: � FOFOR FD 4191 Pleasant 1/2• IRON M / Core States, Inc. Z �1 FD 1/2_ IRON LS# 17256 / 0 DuluthHGA 30096u1te 400 LS,4 17256 e itry N•211001"47 ec,nc� ri. n a ror;r. D=, MQ4 rsun At211373.5 E: 521332.37=° j to drawn by RTS L -awn E. 520675.68 r J. 1/2" /RAN ? _ L4 17256 Wal-Mart Real Estate Business Trust checked by: JT At_W52ae5- -� - approved by: DAT FD. 1 2' IRON N6'09'27'W E 520681.34 702 S.w, 8th Street f0947 5322' - - 0 100 200 Bentonville, AR 72716 % LS# / project no.: 05-1136 NOX5255'W 725.00' Olsson Associates N:211674.50 date: 09/23/0 - - - - - - - E: 520061.75 SW 914 OF SEC. 14 - - - - - - - - - - - - - - - - - - - --------- SCALE IN FEET n, ,,7]� yeg(/ORqy SHEET AREA= 123, 762 SF or ±0.54 Ac. 2 Daniel A. Thomson, R.LS., Minnesota Registrationn N No. 43504504 C-2 ,pJl .j'•FT.o/r a�8 00 a i. R 9 a 9 R 5 a R n a 0 R /or R b S CEI TER oy66Do3o9ST0 �F \ej3A 4 n 3rd 101 Q-�, >1 oaVs, `�A• ?736 °o s o F; 00 Y m O I V) < w ¢3 0 N.•�S� rjRO�y �� Z--) ell T WHIM ONL GRAPHIC SCALE 80 0 40 80 160 ( IN FEET) 1 inch = 80 ft. LO IN o < Y m O I V) < w P 1Y N Q W O W Z } W W F N � W g: N N , _ •+a J J N N J N �a LJ O Z Q U < E i LJ LU E 0 N o Q vi M U Z d J a � ® im W is 0 Rim W c, Z Ix V17 Omw w 14 0NZ LJ W a:wl woo rZ V N N Z KO a M W azar < n:Ioz �oZ� a N Z 0 W, N vi W �mAV W I to 0�<W W cWiaF W z W QmaW cr =�~3 z O_ _3�g a n 3 LO IN checked by: JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-3 o < V) < w a Q Z W Z J W N � N N Q -J J J J F- LLJ LJ Q U LJ H 0 Z Q M checked by: JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-3 C) U a_ M w wl M O O� Nit - „y t DEMOLITION PLAN NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REG AATK*k% CODES, AND.O.S.14-A: =STANDARDS. 3. ALL DIMENSIONS AND RADII ARE TO THE FLOWLINE UNLESS OTHERWISE NOTED. 4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AS APPROVED BY THE FUELING STATION CONSTRUCTION MANAGER. 7. PRIOR TO ANY DEMOLITION, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. KEY NOTES O REMOVE CONCRETE CURB & GUTTER (141 FT) zO SAWCUT AND REMOVE BITUMINOUS PAVEMENT 3O PROPOSED LIMITS OF CONSTRUCTION GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. Y 8 a W O �; z a E / v M r'J N o C� 0 CDLO C) C) �o N U 0 O o- d-> / O �Ld �a 00 A Z, I (IN FEET) 1 inch = 20 ft. KEY NOTES Ot CONCRETE CURB & GUTTER, Y Y ON SHEET C-11 O m O I DUTY CONCRETE PAVEMENT, SEE 0 ON SHEET Nh Y N SITE PLAN NOTES: W O Lu 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY N g REGULATIONS, CODES, AND O.S.H:A. STAMD ARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR U H as a EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, C SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING z UTILITY ENTRANCE LOCATIONS. H v 3. ALL DIMENSIONS AND RADII ARE TO THE FLOWLINE UNLESS 6z N a � OTHERWISE NOTED. a W 4. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 0 5. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE ' . WAL-MART STANDARD SITE WORK SPECIFICATIONS". H m 6. REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL J ? PLANS. ALL LIGHT POLE BASES LOCATED IN LANDSCAPE ISLANDS SHALL BE LOCATED 3.0' (MIN.) FROM PROPOSED BACK OF CURB. O W 7. CURRENT ZONING IS B-4, BUSINESS 4. THERE ARE NO SETBACKS. g $ KEY NOTES Ot CONCRETE CURB & GUTTER, SEE DETAIL ON SHEET C-11 O STANDARD DUTY CONCRETE PAVEMENT, SEE DETAIL ON SHEET C-11 V HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL ON SHEET C-11 O4 PIPE BOLLARD (11 TOTAL), REFER TO ARCHITECTURAL PLANS 5O PIPE GUARD (10 TOTAL), REFER TO ARCHITECTURAL PLANS Os KIOSK, REFER TO ARCHITECTURAL PLANS CANOPY, REFER TO ARCHITECTURAL PLANS Oa FUEL DISPENSING ISLAND, REFER TO ARCHITECTURAL PLANS O UNDERGROUND STORAGE TANKS (2 TOTAL), REFER TO ARCHITECTURAL PLANS to CONCRETE SLAB OVER UNDERGROUND STORAGE TANKS, REFER TO ARCHITECTURAL PLANS tt MONITORING WELL, REFER TO ARCHTECTURAL PLANS tz EMERGENCY PHONE, REFER TO ARCHITECTURAL PLANS t3 EMERGENCY STOP BUTTON, REFER TO ARCHITECTURAL PLANS to LANDSCAPE AREA, REFER TO SHEET C-10 is LIMITS OF CONSTRUCTION to TEMPORARY CONSTRUCTION FENCE. FENCING SHALL BE A MINIMUM OF 5' HIGH. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS OF FENCE WITH CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. ATTACH "COMING SOON" SIGN TO FENCE. REMOVE FENCING AT COMPLETION OF PROJECT AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES. t� AIR/WATER MACHINE. REFER TO ARCHITECTURAL PLANS. is "STOP" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET C-11. t9 4" WIDE SOLID YELLOW LINE 20 STOP SIGN. REFER TO DETAIL ON SHEET C-11. 2t TRAFFIC FLOW ARROW. REFER TO DETAIL ON SHEET C-11. O 2 - 3" TANK VENTS. REFER TO ARCHITECTURAL PLANS. 147' 10'-r14'-1-14'-1 12.5' r18J—1 12.5' CT wi _ CT CT wi CT_ _i _ _ CT_ _ —,_ CT_w CT I CT w1 CT I CT _wl CT _T____ FI HI __T____ ____T___ UEJ ~' I CT _CT _1_CT_ ___ CT_ _CT_1_CT_ _CT _i_ CT_ CT �I I �� CT W r 71 I WI wi wl I w1 I w1 t` BJ gJ EJ EJ m m N m I34.5' 10 1----18'----I ABBREVIATION CT CONTRACTION JOINT EJ EXPANSION JOINT CS CONSTRUCTION JOINT BT BUTT JOINT NOTE: REFER TO CONCRETE JOINT DETAIL ON SHEET C-11 CONCRETE SLAB JOINT DETAIL w oiE oiw woz XN� lx>lx owW EL p N U w Qw WIx O O N 00 �w W Jaz a N N_�0Z �OZM N' a¢ W Sm�O d ~ w N m=� www 0�<w w a wa 0 z w �N z 3g a V) Z O N Z J a Lv F- V) F-- 0 W W J Q F'- tc�' J Q QJ arawn by: )/AZ - checked by: JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-5 A/ / w �o -i 01) 0 / wi W rn� �w N a 20 W� >f C.0' J �2 'D2 En N O J w �o -i 01) 0 / wi W LOCATION PLAN NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS, CODES, AND O.S.H.A. STANDARDS. 2. CC"TRACTOR, SHALL, REFER TO,: THE :A QUTEC.TURAL PLANS FOR EXACT LOCA=!ONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DIMENSIONS AND RADII ARE TO THE FLOWLINE UNLESS OTHERWISE NOTED. 4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 5. I g{ .tee• p{ R [ fl CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. ALL LIGHT POLE BASES LOCATED IN LANDSCAPE ISLANDS SHALL BE LOCATED 3.0' (MIN.) FROM PROPOSED BACK OF CURB. CURRENT ZONING IS B-4, BUSINESS 4. THERE ARE NO SETBACKS. w CK GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. 0 Y H N N W O F ; SITE GRADING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT—Or—WAY. 2. THE CONTRACTOR 6 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5. EXISTING GRADE CONTOURS SHOWN AT 1—FOOT INTERVALS. 6. PROPOSED GRADE CONTOURS SHOWN AT 1—FOOT INTERVALS. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL SEED DISTURBED AREAS IN ACCORDANCE WITH COUNTY SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED 13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. ABBREVIATIONS Y s N a W O a } F > N � a P 0 V in 0 ~ E In H 8_ a W z. z Z5; 0 a luFA W z 0 W W 0 ohoz x N = o�w WW az oW 8w woo IL N N W W of °za N:50Z �o zm N O Z � N � Z3W0 d KW�VS W W U WHO Win^ z 3n (ML BC BOTTOM OF CURB z i-- TC TOP OF CURB BI BOTTOM OF ISLAND Q TI TOP OF ISLAND F— EC EDGE OF CONCRETE CL ME MATCH EXISTING V) HP HIGH POINT Z LLJ LAJ (!1 Q z Z 0 J W a U w 0 W 0 M M n Ln n i W Z U zi 1-1 1� 0 z i-- 0 Q F— CL W W LLJ LAJ Q z Q z J z O ay F J W U_ z :2 F- I z a a ON6- GRAPHICSCALE 20 0 10 20 40 drawn by: JAZ checked by: JGS ( IN FEET) approved by: JGS project no.: 05-1131 1 inch = 20 ft. date: 09/23/( SHEET C-/% E; a - 0 U a_' ENGINEER & PREPARER OLSSON ASSOCIATES 7900 W 78TH STREET, SUITE 150 EDINA, MINNESOTA 55439 952 927-3803 952 941-0644 CONTACT NAME: JIM ZIGMAN E—MAIL: jzigman®oaconsulting.com OWNER WAL*MART REAL ESTATE BUSINESS TRUST 702 SW 8TH STREET BENTONVILLE, ARKANSAS 72716-6489 (479) 273-4000 960 962 -- LS LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPERTY LINE EXISTING STORM SEWER LOW SPOT GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 2. ALL HERBACEOUS VEGE7ATION`S14AUI SE'REMOVED FROM WITRN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL. IF POSSIBLE, LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. 3. THE CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON SITE, THEY SHALL BE RESPONSIBLE FOR THE REPAIR OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE \\ NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING FENCES EXCEPT WHERE NOTED BY THE ENGINEER. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT 1-800-252-1166 IN ADVANCE OF ANY EXCAVATION FOR THE MARK–OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. ~ \ 6. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF hA REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. - 7. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. '= S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL STRUCTURES UNTIL FINAL SITE STABILIZATION IS ACHIEVED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REQUIRED BY CONSTRUCTION ACTIVITIES. r \ 10. THE CONTRACTOR SHALL INSTALL GRAVEL CHECK DAMS OR SEDIMENT BARRIERS IN ANY GULLY WASHOUT AREAS TO CONTROL FURTHER EROSION AS DIRECTED BY THE ENGINEER. \ 11. WHEN STORM SEWERS ARE INSTALLED AND STREETS PAVED, ADDITION EROSION CONTROL MEASURES MAY BE REQUIRED IF SITE IS NOT STABILIZED. 12. CONSTRUCTION ENTRANCE TO BE BUILT BY CONTRACTOR. MINIMUM 20' WIDE X 50' LONG FROM EXISTING \' ROAD, 2" ROCK, 6" THICK W/ FILTER FABRIC. (SEE DETAIL SHEETS) \ ` 13. ALL SLOPES EQUAL TO OR STEEPER THAN A 3:1 SLOPE SHALL BE STABILIZED WITH EROSION CONTROL qY BLANKET PER SITE SPECIFICATIONS. EROSION CONTROL BLANKET SHALL BE INSTALLED PER MANUFACTURERS i \ g RECOMMENDATIONS. it✓`4\\\\ '"Itt 14. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE SILT FROM SITE IF NOT REUSABLE ON—SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION. 15. THERE ARE NO WETLANDS ON THIS PROJECT. 16. THIS PROJECT 15 LOCATED OUTSIDE OF THE 100—YEAR FLOOD PLAIN. 17. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED. 18. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT \ CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTOR. 19. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE \` ✓ I �� LISTED TO LIMIT THE AMOUNT OF SILT LEAVING THE PROJECT CONFINES. ja_._ \� 20. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL \ \�DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A t HEALTHY STAND OF PERMANENT VEGETATION. 21. SILT FENCE SHALL BE INSTALLED IN NO LONGER THAN 100 LF RUNS. THE ENDS OF EACH RUN SHALL f f ! TURN UPHILL FOR AN APPROPRIATE DISTANCE TO KEEP WATER FROM FLOWING TO THE NEXT SECTION OF SILT FENCE. C 22. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. f CURB INLET� SEQIMENT FILTER MAINTENANCE 1. ALL MEASURES STATED ON THIS EROSION CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL SEDIMENT AND EROSION CONTROL PRACTICES WILL BE INSPECTED AT LEAST DAILY BY THE INSPECTOR, BI—WEEKLY BY THE COMPLIANCE OFFICER AND EVERY MONTH BY THE CONSTRUCTION MANAGER. ANY NECESSARY REPAIRS OR CLEAN—UP TO MAINTAIN THE EFFECTIVENESS OF THE BEST MANAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. ?� \ 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BR REPAIRED OR REPLACED IF THEY SHOW SIGNS OF \ UNDERMINING, OR DETERIORATION. 3. ALL SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESODDED AS NEEDED. c -� • 4. SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE—THIRD THE HEIGHT OF THE SILT FENCE. \ 5. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR `\ FLOW OF MUD ON TO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. STREET SWEEPING MUST BE USED IF BMP'S ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. 6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS f CONDITIONS DEMAND. 7. FOLLOWING SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS TO THE SURFACE OF ALL PERIMETER CONTROLS, TOPSOIL STOCKPILES, AND ANY OTHER DISTURBED OR GRADED AREAS ON PROJECT SITE WHICH ARE NOT BEING USED FOR MATERIAL STORAGE, OR ON WHICH ACTUAL EARTH MOVING ACTIVITIES ARE NOT BEING PERFORMED. DISTURBED AREA BOUNDARY cy\� PROPOSED SILT FENCE (SEE DETAIL SHEET C-13) DRAINAGE DIRECTION GRAPHIC SCALE 20 0 10 20 40 CURB INLET SEDIMENT FILTER (SEE DETAIL SHEET C-10) ( IN FEET) 1 inch = 20 ft. • iINSTALL CANOPY AND BUILDING � INSTALL PIPING, ELECTRICAL AND UTILITIES �INSTALL CURBS SET DISPENSERS AND CALIBRATE IMAINTAJN EROSION CONTROL MEASURES %Ar///A "/O%.W�W%l MAW.IW.Ay// %en w 0 iE �N� alta .En w 0 t' w r Woo NDN W 9wER0 azw ADWZ x09 o F oWm FI ' 'iQ= d w xWow W w � ax Li wpwm,_0 z wNf-3 Z =35 a a u T J d' I-- 0 O O w W checked by: approved by: project no.: date: 7 F a O IN JGS JGS 05-1136 SHEET C-8 Y m 0 VAS/, Y f1- N y� O > Q� W g z W I • ag u 1- 03 Z E -1 h W g ta (A 6 , Q lu Z, z�� 0 41 �- 461610 ad Z� J 10 _ W w 0 iE �N� alta .En w 0 t' w r Woo NDN W 9wER0 azw ADWZ x09 o F oWm FI ' 'iQ= d w xWow W w � ax Li wpwm,_0 z wNf-3 Z =35 a a u T J d' I-- 0 O O w W checked by: approved by: project no.: date: 7 F a O IN JGS JGS 05-1136 SHEET C-8 UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOMFY THE''UTILRY' AUTHORITY°' INSPECTORS " 72 14OURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. REF. SPEC. FOR WATER AND SANITARY SEWER PIPE MATERIAL AND INSTALLATION PROCEDURES. 4. MINIMUM TRENCH WIDTH SHALL BE 3 FEET ON ALL WATER, SANITARY AND STORM SEWER PIPING 5. ALL WATER JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MONTICELLO STANDARD SPECIFICATIONS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATERLINES UNLESS APPROVED OTHERWISE BY LOCAL AUTHORITIES. 8. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 10. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 11. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE—IN OF ALL UTILITIES. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (CITY OF MONTICELLO) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 14. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 16. A BALL SHALL BE PLACED IN THE DOWNSTREAM MANHOLE DURING CONSTRUCTION OF THE SANITARY SEWER TO PREVENT WATER OR SEDIMENT FROM ENTERING THE EXISTING SYSTEM DURING CONSTRUCTION. KEY NOTES = ` O CONNECT TO EXISTING 2" WATER MAIN. PROVIDE 2" X 1" REDUCER. \\ Iq= Oz NEW 1" TYPE K COPPER WATER SERVICE WITH 7'-6" MINIMUM COVER. SEE SHEET P1 FOR CONTINUATION. \\ O CONNECT TO EXISTING 6" SANITARY SEWER WITH A 6" X 4" REDUCER. \\\ ` 4♦\ INVERT = 947.0±. \ OS 6" PVC SDR 26 SERVICE LATERAL ® 2% MINIMUM SLOPE AND 5' OF COVER. SANITARY CLEANOUT. SEE SHEET C12. ~~%�\�\�/ ♦ ♦ O NEW COLUMN DOWNSPOUT CONNECTION (PER ARCHITECTURAL PLANS) s 6" PVC SDR 26 STORM SEWER ® 1% MINIMUM SLOPE \ \ � �, �\\ `♦ '- O 6" X 6" WYE 8" X 6" PVC REDUCER 8" X 6" WYE \\ ,2 8" PVC SDR 26 STORM SEWER ® 1% MINIMUM SLOPE ,3 8" X 8" TEE ` i4 CONNECT TO EXISTING CATCH BASIN. INVERT = 957.50 \ ,s STORM CLEANOUT. SEE SHEET C12. f �s EXISTING 2" CONDUIT FOR FIBER OPTIC i{ �7 EXISTING PULL BOX NEW 2" FIBER OPTIC CONDUIT TO PULL BOX ELECTRICAL SERVICE POINT OF CONNECTION (PER LOCAL CODES) / zo NEW 4" PVC ELECTRICAL SERVICE CONDUIT (PER LOCAL CODES) NEW ELECTRICAL TRANSFORMER (PER LOCAL CODES) NEW 4" PVC ELECTRICAL SERVICE CONDUIT AND WIRE (PER LOCAL CODES) 23 NEW AIR AND WATER STATION (SEE ARCHITCTURAL PLANS) 6 0 I � � ONL I i` 3 JJ {moi f d d � _ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. w aF VE O w zo SND O¢w,w 9W0~ wR Lon vzoz wZ 0w� mZ10 inw � irwa� w � Q w U � 0 ma.a:_ za =3�s 0 Z Q J CL J_ Il -- M 0 e• F-- ILLI O t/ 1 N Q W W Z J Z_ Q w O O N J 0i LLI cQ U_ P J Z Q O 3 checked by. JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-9 Y 8 N P W O s 4 F > 4N�_ a$ V f S = Ss O Z < e H Wg y FA arc �g Z' 0 d H N 19 S 3 yz� J � 0_ W w aF VE O w zo SND O¢w,w 9W0~ wR Lon vzoz wZ 0w� mZ10 inw � irwa� w � Q w U � 0 ma.a:_ za =3�s 0 Z Q J CL J_ Il -- M 0 e• F-- ILLI O t/ 1 N Q W W Z J Z_ Q w O O N J 0i LLI cQ U_ P J Z Q O 3 checked by. JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-9 I: 3 > -v w CD I V) O Ll r� ui W F-- W Id Id[a--, N N F- WI W W r'7 c cn N ww W K xx NI z L E i CO �M M to CDC) j o N U — �z Lij �a 00 LANDSCAPE PLAN NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CIN/COUNTY REGULATIONS, CODES, AND O.S.H.A. STANDARDS. SCFE BOUNDARY. ,' 4pOGRAPNY, - UTILITY. AND ROAD INFORCAATION ., TAK�-74 FROM A SURVEY BY A LAND SURVEYOR. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL—MART STANDARD SITE WORK SPECIFICATIONS". LOCATE ALL UTILITY AND SITE LIGHTING CONDUITS BEFORE LANDSCAPING CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL AUTOMATIC IRRIGATION SYSTEM FOR 100% COVERAGE. CONTRACTOR IS TO VERIFY THE LOCATION OF WAL—MARTS IRRIGATION SYSTEM, VALVE BOXES, CONTROL BOXES, BACKFLOW PREVENTOR DEVICES AND OTHER ITEMS WHICH ARE PART OF THE IRRIGATION SYSTEM. IF DAMAGED THEY MUST BE FIXED AT THE CONTRACTOR'S COST. IF FEASIBLE, THE LANDSCAPE CONTRACTOR MAY OPT TO CONNECT TO THE EXISTING IRRIGATION SYSTEM IN ORDER TO SERVE THE FUELING STATION DEVELOPMENT. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4 INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SODDED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. SOD TO BE LAID WITH SEAMS TIGHTLY FITTED TOGETHER AND OFFSET. IT IS LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO PREPARE ALL SOD AREAS ACCORDING TO SPECIFICATION PRIOR TO INSTALLATION. ALL DISTURBED AND NON—PLANTED AREAS ARE TO BE SODDED WITH A HARDY TURF—TYPE FESCUE/BLUEGRASS BLEND SOD. SOD IS TO BE 90% FESCUE, 10% BLUEGRASS. STABILIZATION SEEDING AND ESTABLISHMENT WATERING PROVIDED BY CONTRACTOR. SOD BLEND — TURF—TYPE TALL FESCUE. v + r GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. H � a JGS approved by: JGS project no.: 05-1136 W O a F jS Q N 7 ••i � • as F- z y W a lu z g i y � J Z 0 z W m w r� 0 °w oz W O 9f w 0 az O N Z F Lal r WOO (n f +llo aaa Zg o � 00�2 N?0Z w U, 06 N r W U W �mJ� W w U a= W a m¢-0 Cr W_ '" :3n Z 3'9g a W a 0 LLJ a. Q U W Z F— Q Ld LJ J 0 Q O Q J Q r3 0 drawn by: JAL checked by: JGS approved by: JGS project no.: 05-1136 date: 09/23/0 SHEET C-10 2" ACC SURFACE COURSE TYPE "MV3" MnDOT SECTION 2350 DOWEL SLEEVE (CLOSED END) �I DOWEL DIAMETER = T/8 (IN) TO FIT DOWEL AND BE SECURED 2" ACC BASE COURSE, TYPE "M V2" q 2'-O» H W a DOWEL DIAMETER = T/8 (IN) I I/ II MnDOT SECTION 2350 TYP• W O 111 ��11V 8" MnDOT SPECIFICATION F j VERTICAL SAW-CUT POURED JOINT 3138 CLASS 5 1 4 MIN. POURED JOINT � I a N$ T =PAVEMENT SEALING COMPOUND = M SEALING COMPOUND _ • �a T PAVE ENT 4 rn 2 -0 R THICKNESS THICKNESS 12» I V F go N N k P.C.CONC.:1'-0" F Typ• H m< 1 ~ 4" LEFT TURN H a `~o N PROPOSED 1-1/4" MIN. \ \ Typ. arc CLEARANCE /��.��.��.� /�\//�\//� lIX z ` SAWCUT DOWEL TO BE LUBRICATED ^ Z Q TOP 1 8" NO TOP 1/8" NO STABILIZED SUBGRADE i'-1 - �»I � SEALING COMPOUND SEALING COMPOUND PER SPECIFICATION SECTION 2300 I� a 1 1/4" MIN. (CBR=22) 1 H 'A " REDWOOD X 2'-0"R m 8 NOTE: JOINT FILLER HEAVY DUTY ASPHALT PAVING 1'-0" z_ 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT NOTE: 4'-9" 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. < HORIZONTALLY BY USE OF A MECHANICAL RIG. NOS' 5" PCC SURFACE COURSE 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL Typ O Lu 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BE APPLIED ACCORDING TO REQUIREMENTS BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. MnDOT SPECIFICATION 2301 AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS RIGHT TURN w 6" MNDOT SPECIFICATION 2. THESE WORDS AND ARROWS ARE TO BE BUTT JOINT TRANSVERSE EXPANSION JOINT 3138 cLAss 5 PAINTED REFLECTIVE WHITE AS PER SPECS. o�W woz DOWEL DIAMETER = T/8 (IN) 12 G P. C. NON—REINF. CONC. ' ww TRAFFIC FLOW ARROW oNo SOURCE: OLC VERTICAL SAW -CUT POURED JOINT A N.T.S. w W T - PAVEMENT 1 4 MIN. SEALING COMPOUND Z Wno s , J o " =s . THICKNESS DOWEL SLEEVE (CLOSED END) Z mod M FIRST POUR SECOND POUR TO FlT DOWEL AND BE SECURED /��\��\� j��j��\�j��/�j\/�\�� /�\/�\��\��\�j 0zzq. W ff w aoix a VERTICAL SAW -CUT r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r. r\\r\\r\\r\\r\ 30 m�oz F tq °• • .< 1 4" MIN. x z POURED JOINTozm F- STABILIZED SUBGRADE Q $m=o N� z a T = SEALING COMPOUND THICKNESS G CO D Z' w v w ¢ cwi O �- w (n � zi /4" MIN. a PER SPECIFICATION SECTION 2300 (n �m� RANCE ,, (CBR=22) W v w §'I Gj TOP 1/8" NO a ' i } STANDARD DUTY CONCRETE PAVING L` W W o z e SEALING COMPOUND Wa z w OWEL TO BE LUBRICATE ~� ... •• ,i, .Y NOTES: 30,f =35 a N o TOP 1 8" NO 1. LEVELING BINDER COURSE NOT REQUIRED ON ASPHALT NOTE: PAVING. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. SEALING COMPOUND 2. PERFORMANCE GRADED ASPHALT CEMENT TO BE PG 64-28. 3. ASPHALTIC CONCRETE SHALL BE COMPACTED TO AN AVERAGE DENSITY OF 96 PERCENT OF REFERENCE CONSTRUCTION JOINT CONTRACTION JOINT LABORATORY DENSITY PER A4SHTO T245 (0 1556), LOUT NOT LESS THAN 94 PERCENT NOR GREATER THAN 100 PERCENT. WHITE LEGEND RED BACKGROUND SOURCE: OLC CONCRETE JOINT DETAILS REFERENCE MnDOT SPECIFICATIONS AND WAL-MART SITE SPECIFICATION FOR ADDITIONAL INFORMATION ON THE TYPE "MV" R1-1 N.T.S. ASPHALT MIX. PAVING DETAILS "STOP" STOP SIGN SOURCE. OLC N.T.S. N ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF Z TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S O "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES 0 AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE > z ROW WITH MANUFACTURER'S INSTRUCTIONS. w o a � a EDGE OF PAVEMENT OF FACE OF CURB L w n Q 0 0 m� NOTE: GUTTER SLOPE TO MATCH 12" STOP BAR �_ -_ ADJACENT PAVEMENT, RESERVED p v TRAVERSE AND LONGITUDINAL. o u- PARKING _ 1" GROUND SURFACE U 0 8'-5" n 2 1/2- N m 1/2" MIN. RADIUS m v 1" MAX. RADIUS 1'-8" 1" v Z 6» / " P.C. CONCRETE w U3 f 1/2" 17 p d O C VAN CONTRACTOR TO PROVIDE 0 N CCESSIBLfP n PRIME COAT AND TACK u- _ .SIIGMG,BO•THER THAN PARTIAL ELEVATION ® Q o: COAT TO FACE OF CURB I 0 A �� J F- N N WHERE CURB CONTACTS 0 o (PED XING, STOP, ETC.) O n ASPHALT. ►- � W (/) 12" w a W W Q - J W Z 24» � a p Q J Z 0 1/2" MIN. RADIUS \/\/�\//\//\//\/�\//\/� 5 o "U" -CHANNEL POST Q 1" „MAX.,R,A.DIUS \j\\j\\j\�j\�j\\j\�j\ \�>\ 10" w (2 LBS./FT.) NOTE: THE MIN. HEIGHT (D O 5 w OF THE BOTTOM OF THE J ASPHALTIC CONCRETE PAVING w LOWEST SIGN SHALL BE W F- LLI J i SEE PAVING DETAILS FOR z 7°-0"• F- U w PAVEMENT SECTIONS, SUBBASE, tf SEE PLAN o N Q SUBGRADE AND COMPACTION o USE 6" PIPE--------- n Z REQUIREMENTS. �i 3 NOTE: BOLLARD FILLED W/ II Tof J O Ali - 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL CONCRETE AND PANTED bl Q n BE APPLIED ACCORDING TO REQUIREMENTS TRAFFIC YELLOW ONLY w ff of AS OUTLINED IN SECTION 3B OF THE WHEN SIGN IS IN PAVED I I 5/16" 0 STANDARD TYPE A CONCRETE MANUAL ON UNIFORM TRAFFIC CONTROL AREA OR SIDEWALK 1p� of GALVANIZED OR ZINC PLATED N CURB AND GUTTER DEVICES FOR STREETS AND HIGHWAYS M SQUARE OR HEX. HEAD 1 SOURCE: OLC I MACHINE BOLT WITH NUT. oi N.T.S. t 2. THESE WORDS AND BAR ARE TO BE SLOPE TOP I.I SEE BREAK AWAY CHANNEL W PAINTED REFLECTIVE WHITE. POST WHEN PIPE BOLLARD Cr II IS NOT REQUIRED. PLAN VIEW Z STOP BAR SOURCE: OLC GROUND/PAVING N.T.S. SURFACE BREAK AWAY CHANNEL POST N.T.S. 3500 P.S.I. n o drawn by: JAZ P.C. CONCRETE _ JGS CD °a i I I i 3" iv checked by: JGS jo I JPP Y� n'. tl project no.: 05-1136 AA - 0 N date: 09/23/0 1 �� -6» �I SHEET SITE SIGN BASE DETAILS w h� a N.T.S. C— 11 1 1 0 0 SII 3 3 N O H O KJ r7 W H N Li LL) K X w D O I* 4"-6" CLEAN STONE GEOTEXTILE UNDERLINER CONSTRUCTION ENTRANCE N.T.S. SOURCE: OLC EXTEND MIN. OF ELEVATION �yJ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, l MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER 3AUGE, 1.E N CE' INTOS, FABRIC DIRE FENCE POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING X FILTER FABRIC: 1. MIRAFI 140N COMPACTED FINISH GRADE BACKFILL r 2. DUPONT TYPAR 3341 FLOW 3. OR APPROVED EQUAL. .. m CROSS-SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT N.T.S. SOURCE: OLC GRAVEL — F WATE AMENT-\ RETE PECIFIC APPLICATION HESH OR S.F. MATERIAL MAINIAIN ACCESS TO COVER FOR INGPECTIG@ -TREATED WATER r -CURB INLET METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS RE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE )NVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AS. ZAVEL SHALL BE 2"-3" CLEAN STONE 2' GRAVEL CURB INLET SEDIMENT FILTER (IP5) N.T.S. W ZoZ Oaw ffiz 0 x : OO =w Z 2 z o-0 mw woo a. V V, J w=0 aZa InDoz X'x ? c� ~0 m N 2g70 Lo- on Q W N � W W U a x W a~ M 0 z wa_ w 3 z x�4y 11, Y Y O m O I IftN w � r W 0 a } W n Q W O a D � N q: U O U N o 4 ® Z Q O Z W E 1! Vl O € d' W b�;�� . wic '# N 3 j W6 Z. Z Z Z S e � � 4 1A W Z a J z Z O W W ZoZ Oaw ffiz 0 x : OO =w Z 2 z o-0 mw woo a. V V, J w=0 aZa InDoz X'x ? c� ~0 m N 2g70 Lo- on Q W N � W W U a x W a~ M 0 z wa_ w 3 z x�4y 11, 0 crown Dy: JHL checked by: JGS approved by: JIGS project no.: 05-113( date: 09/23/( SHEET C-13 J O J Q ~ W W � Q W O V) U O U � Z Q O N I O J d' W 0 crown Dy: JHL checked by: JGS approved by: JIGS project no.: 05-113( date: 09/23/( SHEET C-13