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Home My WebLink About1001 drawingsW VV BEGIN SIDEWALK REPAIR & PATCH EXISTING ACCESSIBLE RAMP EXISTING TO REMAIN GREENSPACE EXISTING ACCESSIBLE RAMP TO REMAIN �— BEGIN SIDEWALK REPAIR & PATCH r EXISTING GREENSPACE 1 7 CONCRETE C5.0 SIDEWALK °` EXISTING CURB & GUTTER --� TO REMAIN REPAI RIPATCH EXISTING SIDEWALKS U END SIDEWALK REPAIR & PATCH VV WW ! 2" wP REPAIR/PATCH EXISTING SIDEWALKS �— 5.00' c T l ? ° 4 p 7.60` -- --- �I 5.00' 5,00' 110 C Y d MULTI -STORY MIXED USE BUILDING 9.90' ILI 4.75' —I 8.54'—� a . a ° 5.00' 10.00' BUILDING 5.00' OVERHANG 18.00' CONCRETE E LANDING CONCRETE CONDENSING UNIT C55 .0 5 PAD C5.0 PROPERTY LINE W — W W — W __ W - W W E. IOTH STREET END SIDEWALK REPAIR & PATCH 7 PROPOSED C5.0 CONCRETE SIDEWALK ---� EXTENSION PROPERTY LINE CRUSHED STONE —_ PATH C5.0 34.86'± 7.44 � v T C < < _ 5.00' 1.31' o 5:00' , 7 a 4 a RIVER COBBLE 22.58' ZZ� � 27.58' d RAIN GARDEN 3 RIVER COBBLE' •r 4 CRUSHED STONE 2 PATH C5�0 e 1 e°a5.00'ad� a° c cd 3.00' 5.44'± ' 24,17' --- -- 18.00' 1 ELEVATED CONCRETE 7 W � W W U`_ II� SANITARY SEWER z _ MANHOLE RIM: 99.07 b0i INVERT: 93.67 I PROPERTY LINE CA EXISTING ASPHALT ALLEY TO REMAIN UNDISTURBED Its U L/1ce s 'D C5.0 SIDEWALK SIDEWALK C5.0 a F CONCRETE �g 2 CRUSHED STONE C5.0 PARKING PAD PROPERTY LINE SITE LAYOUT PLAN 36.00' APRON C5.0 �4 LU cn e a d e MATCH EDGE OF ASPHALT " ALLEY WITH NEW CONCRETE a APRON (FIELD VERIFY LIMITS d TO ENSURE SMOOTH TRANSITION) i n a d d a 519 5'± K— NORTH 0' 101 1211 clP W W W W GENERAL NOTES: 21 I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY BROOKS SURVEYING, INC. AND DATED NOVEMBER 20, 2014. THE EXISTING UTILITY DATA IS NOT SURVEY GRADE, AND WAS SCALED FROM PAGIS MAPS. EXISTING SITE UTILITY SYSTEMS SHALL BE FIELD VERIFIED. 2. SURVEY DATA IS BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON ASSUMED DATUM. CONTACT BROOKS SURVEYING FOR LOCATION OF BENCHMARK 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES 5. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT AND TRAFFIC DEPARTMENT. 7. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE EROSION CONTROL MEASURES ARE IN PLACE AND ALL PERMITS WITH THE CITY OF LITTLE ROCK 10. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED- NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 11. ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. 20' 40' Know what's below. Call before you dig. STAMPISEAL PERMIT REVIEW SET REVISIONS SHEET TITLE SITE LAYOUT PLAN ISSUE DATE 01.02.15 SHEET NO. 1 0 can ui � ad � � r^n r'? � O+ � N 0 o Q y Q N � C W C W `~J Ali N� STAMPISEAL PERMIT REVIEW SET REVISIONS SHEET TITLE SITE LAYOUT PLAN ISSUE DATE 01.02.15 SHEET NO. 1 0 6"X12" TAPPING SLEEVE & VALVE CONNECTION TO WATER MAIN PERFORMED BY CENTRAL ARKANSAS WATER - L Vv GATE VALVE ASPHALT PATCH AS � REQUIRED IN ACCORDANCE 2" x 12" TAPPING 25 LF OF 6" DUCTILE WITH CLR STANDARD SLEEVE &VALVE IRON PIPE TO HYDRANT SPECIFICATIONS (NOT IN CONTRACT)- 2" WATER METER & BOX (CAW STANDARD) EXISTING I (NOT IN CONTRACT) ACCESSIBLE RAMP FIRE HYDRANT TO REMAIN ASSEMBLY (CAW STANDARD) BEGIN SIDEWALK f ` REPAIR & PATCH ~ 1 EXISTING ACCESSIBLE RAMP TO REMAIN BEGIN SIDEWALK REPAIR & PATCH EXISTING GREENSPACE CONCRETE SIDEWALK 6"X12" TAPPING SLEEVE & VALVE 121, 1P W W _ W ASPHALT PATCH AS REQUIRED IN ACCORDANCE WITH CLR STANDARD ISPECIFICATIONS2'" TYPE KCOPPER E • OT STREET DOMESTIC WATER SERVICE (NOT IN CONTRACT) EXISTING �. 40 LF OF 6° DUCTILE 3 GREENSPACE IRON FIRE SUPPLY LINE '1 3 REPAI RIPATCH EXISTING SIDEWALKS 1-112" PVC WATER — - SERVICE ✓ a 4- 3 -- II ;< a� 1-112" RPZ + / (REFER TO MEP) I PROPOSED j MULTI -STORY MIXED USE BUILDING FIFE = 101.52 FIFE = 100.35 PROPERTY LINE CRUSHED STONE PATH int V�� -- vv PROPOSED CONCRETE SIDEWALK EXTENSION a 4" PVC SANITARY Z RAIN GARDEN SEWER SERVICE INVERT = 96.85± —~— - CRUSHED STONE a PATH -- 1 , FFE =1101.00 a C a a e a ' JILDING OVERHANG *T. JI i I 1 PROPERTY LINE r /• L CONCRETE CONCRETE LANDING CONDENSING UNIT PAD L ELEVATED SSSIDEWALK SS SS SS 55 SS SS SS CLEANOUT INVERT = 96.71± 1 10 LF OF 4" PVC (SCHEDULE 40) SANITARY SEWER SERVICE @ 2.66% SLOPE SITE UTILITY PLAN PROPERTY LINE SCALE: I " = 10' CRUSHED STONE PARKING PAD NORTH 0' W W W vvcl- -- U SANITARY SEWER _ MANHOLE RIM: 99.07 00jI NVERT: 93.67 fes, `rc J) -' PROPERTY LINE vi EXISTING ASPHALT t ALLEY TO REMAIN UNDISTURBED CL U W inz fz-0 SS SS ISS S I k �II A 4"X6" WYE CONNECTION x . INVERT = 93.92± PATCH ASPHALT ALLEY AS REQUIRED IN ACCORDANCE WITH > CLR STANDARD SPECIFICAITONS CONCRETE APRON A t aX 20' 40' ilmm 10' ri 12" CIP W W vv - W GENERAL NOTES: I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY BROOKS SURVEYING, INC. AND DATED NOVEMBER 20, 2014. THE EXISTING UTILITY DATA IS NOT SURVEY GRADE, AND WAS SCALED FROM PAGIS MAPS. EXISTING SITE UTILITY SYSTEMS SHA4 BE, FIELD VERIFIED. 2, SURVEY DATA IS BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON ASSUMED DATUM. CONTACT BROOKS SURVEYING FOR LOCATION OF BENCHMARK 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES 5. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIESISTRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT AND TRAFFIC DEPARTMENT. 7, ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC, THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9, THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE EROSION CONTROL MEASURES ARE IN PLACE AND ALL PERMITS WITH THE CITY OF LITTLE ROCK 10. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED. NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 11, ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. UTILITY NOTES: N 4 EXISTING CD O CURB & GUTTER J O OP TO REMAIN (WHETHER SHOWN OR NOT SHOWN). UTILITY SERVICE MUST BE MAINTAINED DURING -I- AND AFTER CONSTRUCTION M M 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL m m Lr? N REPAIR/PATCH n 0 EXISTING SIDEWALKS L Ln ARKANSAS WATER (CAW) STANDARD SPECIFICATIONS AND DETAILS, AND SHALL BE E COORDINATED WITH CAW. 6"X12" TAPPING SLEEVE & VALVE 121, 1P W W _ W ASPHALT PATCH AS REQUIRED IN ACCORDANCE WITH CLR STANDARD ISPECIFICATIONS2'" TYPE KCOPPER E • OT STREET DOMESTIC WATER SERVICE (NOT IN CONTRACT) EXISTING �. 40 LF OF 6° DUCTILE 3 GREENSPACE IRON FIRE SUPPLY LINE '1 3 REPAI RIPATCH EXISTING SIDEWALKS 1-112" PVC WATER — - SERVICE ✓ a 4- 3 -- II ;< a� 1-112" RPZ + / (REFER TO MEP) I PROPOSED j MULTI -STORY MIXED USE BUILDING FIFE = 101.52 FIFE = 100.35 PROPERTY LINE CRUSHED STONE PATH int V�� -- vv PROPOSED CONCRETE SIDEWALK EXTENSION a 4" PVC SANITARY Z RAIN GARDEN SEWER SERVICE INVERT = 96.85± —~— - CRUSHED STONE a PATH -- 1 , FFE =1101.00 a C a a e a ' JILDING OVERHANG *T. JI i I 1 PROPERTY LINE r /• L CONCRETE CONCRETE LANDING CONDENSING UNIT PAD L ELEVATED SSSIDEWALK SS SS SS 55 SS SS SS CLEANOUT INVERT = 96.71± 1 10 LF OF 4" PVC (SCHEDULE 40) SANITARY SEWER SERVICE @ 2.66% SLOPE SITE UTILITY PLAN PROPERTY LINE SCALE: I " = 10' CRUSHED STONE PARKING PAD NORTH 0' W W W vvcl- -- U SANITARY SEWER _ MANHOLE RIM: 99.07 00jI NVERT: 93.67 fes, `rc J) -' PROPERTY LINE vi EXISTING ASPHALT t ALLEY TO REMAIN UNDISTURBED CL U W inz fz-0 SS SS ISS S I k �II A 4"X6" WYE CONNECTION x . INVERT = 93.92± PATCH ASPHALT ALLEY AS REQUIRED IN ACCORDANCE WITH > CLR STANDARD SPECIFICAITONS CONCRETE APRON A t aX 20' 40' ilmm 10' ri 12" CIP W W vv - W GENERAL NOTES: I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY BROOKS SURVEYING, INC. AND DATED NOVEMBER 20, 2014. THE EXISTING UTILITY DATA IS NOT SURVEY GRADE, AND WAS SCALED FROM PAGIS MAPS. EXISTING SITE UTILITY SYSTEMS SHA4 BE, FIELD VERIFIED. 2, SURVEY DATA IS BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON ASSUMED DATUM. CONTACT BROOKS SURVEYING FOR LOCATION OF BENCHMARK 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES 5. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIESISTRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT AND TRAFFIC DEPARTMENT. 7, ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC, THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9, THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE EROSION CONTROL MEASURES ARE IN PLACE AND ALL PERMITS WITH THE CITY OF LITTLE ROCK 10. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED. NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 11, ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. Know what's below. Cal before you dig. V O UTILITY NOTES: N 4 I . EXISTING STRUCTURES AND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND FOR CD O INFORMATION PURPOSES ONLY. ALL STRUCTURES AND UTILITIES MAY NOT BE SHOWN. O OP ALL EXISTING UTILITY LOCATIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION (WHETHER SHOWN OR NOT SHOWN). UTILITY SERVICE MUST BE MAINTAINED DURING -I- AND AFTER CONSTRUCTION M M 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL m m Lr? N CODES. n 0 3. ALL WATER LINE WORK MUST BE PERFORMED IN ACCORDANCE WITH CENTRAL L Ln ARKANSAS WATER (CAW) STANDARD SPECIFICATIONS AND DETAILS, AND SHALL BE co ChO COORDINATED WITH CAW. a 4. THE CONTRACTOR SHALL COORDINATE THE CONNECTIONS TO THE EXISTING 12 -INCH EXISTING 6" SANITARY SEWER MAIN WATER LINE WITH CENTRAL ARKANSAS WATER. S. PROVIDE THRUST BLOCKING FOR THE PROPOSED WATERLINES AS SHOWN ON THE EXISTING MANHOLE DETAIL SHEETS AND AS REQUIRED BY CENTRAL ARKANSAS WATER. LOCATED 281'± FROM a MANHOLE IN IOTH STREET 6. ALL SANITARY SEWER WORK SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE (NOT SHOWN ON SHEET) WITH LITTLE ROCK WASTEWATER UTILITY AND SHALL BE COORDINATED WITH LITTLE INVERT = 95.00± ROCK WASTEWATER UTILITY. a, 7. A PERMIT FROM LITTLE ROCK WASTEWATER UTILITY SHALL BE OBTAINED PRIOR TO 4 SANITARY SEWER INSTALLATION AND CONNECTION TO THE SEWER MAIN. cn 8. LITTLE ROCK WASTEWATER UTILITY (LRWU) SHALL INSPECT AND APPROVE ALL SANITARY SEWER INSTALLATION. CONTRACTOR SHALL COORDINATE INSPECTIONS WITH LRWU U , AND ENGINEER. Know what's below. Cal before you dig. V O N� N 4 -4 CD O O OP ,t co coLn -I- CO co M M r rn rn m m Lr? N O O Q n 0 1_DO L Ln V_ w1 co ChO U a a 'T ao W o a C n a, 4 E n cn O ft o U , � v w� o VQ o >, � o_ J [i N i jf ! _j car' r'� w Z i{Uj r-� �rctx c � 0 L A j 1�0 ' an ga A C� yr ei roc STAMP/SEAL PERMIT REVIEW SET REVISIONS SHEET TITLE SITE UTILITY PLAN ISSUE DATE 01.02.15 SHEET NO. C2.0 BEGIN SIDEWALK REPAIR & PATCH EXISTING ACCESSIBLE RAMP TO REMAIN EXISTING ACCESSIBLE RAMP TO REMAIN BEGIN SIDEWALK REPAIR & PATCH EXISTING GR.EENSPACE CONCRETE �! SIDEWALK W ' EXISTING CURB & GUTTER J TO REMAIN X REPAIR/PATCH EXISTING SIDEWALKS END SIDEWALK REPAIR & PATCH W 12I1 clWP- W W''� W W -- W W Eo i OTH STREET END SIDEWALK REPAIR & PATCH EXISTING THE ENGINEER SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACEMENT OF ANY FILL MATERIAL, INSTALLATION OF STORM DRAINAGE PIPE, DRAINAGE STRUCTURES, CURB AND GUTTER, OR GREENSPACE PLACEMENT OF CRUSHED STONE, ASPHALT, OR CONCRETE. 2. � ^con-- REPAIR/PATCH 99.15 3. PROPOSED EXISTING SIDEWALKS c 99.54 CONCRETE SIDEWALK 100.25 STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. PRIOR EXTENSION op PROPERTY LINE CRUSHED STONE- - - - �y \ -,99.19.1 PATH 99.00 BARRELS, AND OTHER MEASURES AS NEEDED TO PROPERLY CONTROL AND ADVISE TRAFFIC OF CONSTRUCTION EQUIPMENT. 7- 100.098.75 95,45 99.40 - 99.', ------ - 99.15 - - - - - 99 54 ° a W W IC3� SANITARY SEWER z - MANHOLE RIM: 99,07 co INVERT; 93.67 *7 cn GENERAL EROSION CONTROL NOTES: I. THE CONTRACTOR SHALL IMPLEMENT AN EROSION CONTROL PLAN TO PREVENT MUD, SEDIMEP T. AND CONSTRUCTION MATERIALS FROM BEING WASHED OR TRACKED OFF SITE ONTO ADJACENT PROPERTY. 2. EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED. 3. THIS EROSION CONTROL PLAN MAY BE REVISED BY ADDING OR DELETING EROSION CONTROL DEVICES AS DIRECTED BY THE ENGINEER. 4. THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITIONS WARRANT TO PREVENT EROSION. 5. ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT, 6, INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FLOWING RAINFALL EVENTS OF 0.5 INCHES. 7. THROUGHOUT THE DURATION OF THIS PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 8. ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY VEGETATION AND MULCHED. 9. REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED. 10. EROSION CONTROL FACILITIES REQUIRED BY THESE PLANS AND/OR THE FACILITY PERMIT ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FACILITIES AS NECESSARY. SITE GRADING & DRAINAGE PLAN SCALE: I " = 10' NORTH 0' 10' 12" cip W WV WW W W W 0 zz GENERAL NOTES: I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY BROOKS SURVEYING, INC. AND DATED NOVEMBER 20, 2014. THE EXISTING UTILITY DATA IS NOT SURVEY GRADE, AND WAS SCALED FROM PAGIS MAPS. EXISTING SITE UTILITY SYSTEMS SHALL BE FIELD VERIFIED. 2, SURVEY DATA 15 BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON ASSUMED DATUM. CONTACT BROOKS SURVEYING FOR LOCATION OF BENCHMARK 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES ;. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT AND TRAFFIC. DEPARTMENT. 7. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL, 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE EROSION CONTROL MEASURES ARE IN PLACE AND ALL PERMITS WITH THE CITY OF LITTLE ROCK 10. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED. NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 11. ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. GRADING AND EARTHWORK NOTES: I. THE ENGINEER SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACEMENT OF ANY FILL MATERIAL, INSTALLATION OF STORM DRAINAGE PIPE, DRAINAGE STRUCTURES, CURB AND GUTTER, OR C-+ O+ PLACEMENT OF CRUSHED STONE, ASPHALT, OR CONCRETE. 2. � ^con-- 99.15 3. FILL AND BACKFILL SHALL BE PLACED IN HORIZONTAL, NOMINAL 6- TO 8 -IN THICK LOOSE LIFTS. c 99.54 100.25 100.25 STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. PRIOR 99.75 F_ co MUST BE VERIFIED TO CONFORM TO THE GRADES AND SLOPES SHOWN ON THE DRAWINGS. 5. - - - - -,99.19.1 6. THE CONTRACTOR SHALL PROVIDE APPROPRIATE ADVANCED WARNING DEVICES, BARRICADES, BARRELS, AND OTHER MEASURES AS NEEDED TO PROPERLY CONTROL AND ADVISE TRAFFIC OF CONSTRUCTION EQUIPMENT. 7- 100.098.75 - 8. ------ - 99.15 20' 40' w� a � ° ° V cn< 99.8 I � • �- -� -- O N� 41 9 .6D 9�� ° � ° �' ° ° j4 ° ° , a / 0 °' / / � � .� l � � 99.71 LLI PROPERTY LINE 9g Z5 i100.35 f PROPOSED DOWNSPOUT 9925'EXISTING RAIN GARDEN MULTI -STORY DISCHARGE ASPHALT s BUILDING MIXED USE BUILDING = FIFE 101.52 LOCATION --- 98.75.: 1i CRUSHED STONE ALLEY TO REMAIN o OVERHANG FFE = 104.35 __ -� PATH 9$.50 UNDISTURBED � 0I 40 98.75 `n 99.0 1 7 101.52 FIFE = 101.02 � / ° ° . 4 ° 99 99.75 99.50 �.z5 �, C, � r99 9 ° °t „99:77 ° ° ° e I .9 ,,,� . � . �.; N< , .7% 99.75 140.25 , 0 CONCRETE 101.00 -100. i 99.70 C ° LANDING 99.95 / 101.00 %0 ' 100.75 ONCRETE 99.7Q r <x 104.05 44,05 100.50 UILDING IDEWALK % CONCRETE Ln OVERHAING ° APRON 1 100.25 11 a CONCRETE 99.75 i ULj CONDENSING UNIT 99,50 - ELEVATED SIDEWALK CRUSHED STONE ° e` j PAD 4 „ r - (WEST FLOWLINE: 98.75 PARKING PAD �h 1 T PROPERTY LIME T ° -,4r EAST FLOWLINE: 98.55 - ° 19.7 AO 14= ,40.14 x ' MATCH EXISTING t y 1 GRADE OF ALLEY x995 f PAVEMEIft I 199 _l MATCH EC E OF ASPHALT l PROPERTY LINE ALLEY WI NEW CONCRETE j y Q�� APRON (FIELD VERIFY LIMITS 49�`•� 3 �/ 29 8.83 l X39.5 4 9 ,,� Q .1 TO ENSUR SMOOTH TRANSITION) 98.72 .94 A 0qj 00.17 I OOAO - _ -- - - -- - 00,00 GENERAL EROSION CONTROL NOTES: I. THE CONTRACTOR SHALL IMPLEMENT AN EROSION CONTROL PLAN TO PREVENT MUD, SEDIMEP T. AND CONSTRUCTION MATERIALS FROM BEING WASHED OR TRACKED OFF SITE ONTO ADJACENT PROPERTY. 2. EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED. 3. THIS EROSION CONTROL PLAN MAY BE REVISED BY ADDING OR DELETING EROSION CONTROL DEVICES AS DIRECTED BY THE ENGINEER. 4. THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITIONS WARRANT TO PREVENT EROSION. 5. ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT, 6, INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FLOWING RAINFALL EVENTS OF 0.5 INCHES. 7. THROUGHOUT THE DURATION OF THIS PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 8. ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY VEGETATION AND MULCHED. 9. REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED. 10. EROSION CONTROL FACILITIES REQUIRED BY THESE PLANS AND/OR THE FACILITY PERMIT ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FACILITIES AS NECESSARY. SITE GRADING & DRAINAGE PLAN SCALE: I " = 10' NORTH 0' 10' 12" cip W WV WW W W W 0 zz GENERAL NOTES: I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY BROOKS SURVEYING, INC. AND DATED NOVEMBER 20, 2014. THE EXISTING UTILITY DATA IS NOT SURVEY GRADE, AND WAS SCALED FROM PAGIS MAPS. EXISTING SITE UTILITY SYSTEMS SHALL BE FIELD VERIFIED. 2, SURVEY DATA 15 BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON ASSUMED DATUM. CONTACT BROOKS SURVEYING FOR LOCATION OF BENCHMARK 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES ;. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT AND TRAFFIC. DEPARTMENT. 7. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL, 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE EROSION CONTROL MEASURES ARE IN PLACE AND ALL PERMITS WITH THE CITY OF LITTLE ROCK 10. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED. NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 11. ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. GRADING AND EARTHWORK NOTES: I. THE ENGINEER SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACEMENT OF ANY FILL MATERIAL, INSTALLATION OF STORM DRAINAGE PIPE, DRAINAGE STRUCTURES, CURB AND GUTTER, OR C-+ O+ PLACEMENT OF CRUSHED STONE, ASPHALT, OR CONCRETE. 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO INSPECT THE SUBGRADE PRIOR TO PLACING FI LL. 3. FILL AND BACKFILL SHALL BE PLACED IN HORIZONTAL, NOMINAL 6- TO 8 -IN THICK LOOSE LIFTS. EACH LIFT SHALL BE TESTED AND APPROVED PRIOR TO PLACING SUBSEQUENT LIFTS. 4. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE SECTION 212 OF THE ARKASAS 01 STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. PRIOR TO PLACING THE CRUSHED STONE BASE COURSE THE .SUBGRADE SHALL BE PROOF ROLLED, AND F_ co MUST BE VERIFIED TO CONFORM TO THE GRADES AND SLOPES SHOWN ON THE DRAWINGS. 5. ALL MUD SOIL, AND LOOSE GRAVEL SHALL BE REMOVED FROM THE CRUSHED STONE BASE AND V CONCRETE CURB PRIOR TO PLACEMENT OF ASPHALT OR CONCRETE PAVEMENT. 6. THE CONTRACTOR SHALL PROVIDE APPROPRIATE ADVANCED WARNING DEVICES, BARRICADES, BARRELS, AND OTHER MEASURES AS NEEDED TO PROPERLY CONTROL AND ADVISE TRAFFIC OF CONSTRUCTION EQUIPMENT. 7- THE CONTRACTOR SHALL REPAIR ANY DAMAGE THE CONSTRUCTION ACTIVITY OR HAULING OF MATERIAL MAY HAVE ON THE EXISTING STREETS. 8. ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE DESIGNATED AREAS SHOWN ON THE PLANS. ALL AREAS OUTSIDE OF THOSE LIMITS SHALL BE PROTECTED AND MAINTAINED. 20' 40' Know what's below. Call before you dig. LU �a Ld-- �.- LL 4t 6 < 4 'v z ° o w cai. Hr � zct s J `1 !! STAMP/SEAL PERMIT REVIEW SET REVISIONS SHEET TITLE SITE GRADING & DRAINAGE PLAN ISSUE DATE 01,02.15 SHEET NO. C3.0 O rq C-+ O+ N - afl �Q m00 CX5 In+ rn 'Ir C6 cd CO ul N oO 01 CD 0 1Y' F_ co V C) Q� w� ,nom cm V cn< O N� 0 °' o o_! LLI LU �a Ld-- �.- LL 4t 6 < 4 'v z ° o w cai. Hr � zct s J `1 !! STAMP/SEAL PERMIT REVIEW SET REVISIONS SHEET TITLE SITE GRADING & DRAINAGE PLAN ISSUE DATE 01,02.15 SHEET NO. C3.0 BAILEY DESIGN BUILD LLC. —i LICENSE N X539 ` �q � �\�OF AR\� ��ITEST ELEVATION SCALE: 1/4" = P -O" NORTH ELEVATION SCALE: 1/4" = 1'-O" ,— PAINTED CEMENT :•`'i ACCENT • •' PANELS; —�—James Hardie Reveal Panel or Equivalent • ■ ■• '• e s 111111 �: : F..y ;, 111111111/ _ - 1. .`. 111— • ■ x i { i ■ ■ ..:. ., °`; ':.. 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