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HomeMy WebLinkAboutPlansMINI STORAGE IMPROVEMENTS PROJECT fill �. r�i,i �''I� A PARCEL OF LAND SITUATED IN SECTION 27, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M.,44 ) clEn.o,asrrng,4... COUNTY OF GARFIELD, STATE OF COLORADO BUILDING PERMIT SOS9-071 w S1q'oo,00„W SITE a 0 62.S1 7) J Q N � d f- CODO ROARING FORK RIVER caN �--- ae ”" ° o LU Z zLL m o LU m N \ C7 3 v � 8 Un�Q, VICINITY MAP SCALE: 1"=2,000' U J ._ 7 - -`' "a PLAN INDEX v -- - _•�._ AIRPORT MINI STORAGE, LLC PROPERTY \\ POST TRANSFER POINT OF BEGINNING SUB -PORTION OWNED BUT '\ 369,890 SQ.FT. 8.492 ACRES± CIVIL \'� C1 COVER & GENERAL NOTES SHEET \ z Z Cn N m INADVERTENTLY NOT ANNEXED - C2 EXISTING CONDITIONS m w H w COm m f _— --,- INTO THE CITY OF GLENWOOD SPRINGS PREVIOUSLY C3 SITE PLAN C4 GRADING& DRAINAGE PLAN Z — Z Z O N LLi 9 Z Q • o N01040'00"E 122.43' C5 EROSION CONTROL PLAN W U Z o vv M � V) Co LL �Q NNN �Q�.' 0 / / PROPOSED STORAGE UNITS ^ / PHASE 2 ROYAL MINI STORAGE DI OINNEC PppC \ �- J� • iq Q Z 9. T. 1 A OCRES NNNLU i z O LU MAP 291 ORIGINAL ROAD CITY OF SPRINGS (BOOK 343 PAGE 365 REC #121839 ) • ,i GLENWOOD S � B 8 (AIRPORT)i � C E 1/16 SEC 27 POST TRANSFER i FOUND 2 1/2" STEEL PIPE 2,689,160 SQ.FT, 61.735 ACERS± 1980 L.S. 15710 inIqTURBED i i i z / i EROSION CONTROL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES, 2. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR N 0 LU AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL Q LU DUST CONDITIONS ARE REDUCED TO THE CITY'S SATISFACTION. Cl) < 3. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE COUNTY. DUSTQ GENERAL CONSTRUCTION NOTES: MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF 0 Z PALLIATIVE WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. 1. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). 4. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE, OR '}} WZRXW� } (�E C'p x , / ri` ,�+• Q 0 LU C Q Uj Z g � GRAPHIC SCALE MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD. 2. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. • G'� 2 ti .•;: �- Q J L1J LU LU w 0 25 50 100 200 5. THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES (BMP'S) 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT DUE CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE fj0 3 � '18377 W (7 Z AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, IN WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP'S. AT AMINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE. .0 �� �r Q IN FEET) 1 inch= 50 ft. 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, 6. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP'S, STORAGE CONTAINERS, AND CONSTRUCTION AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY i 1� ,.0 ��© J�� S,S.1 j �� _W Z LL Q LU = r 00 REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL CAUSE SURFACE EROSION. >>y� nNAI '�+yr�7=X J } PERMITS MUST BE POSTED AND WEATHER PROOFED ON SITE AT ALL TIMES. 7. THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY CITY STAFF. INSPECTION REPORTS Q >- Z LLJ 5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. "TRENCHING" "OPEN 0 0 0 O AND HEALTH REGULATIONS. IN PARTICULAR, THE AND EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 8. STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT (� L) BEHIND ANOTHER BMP SUCH AS SILT FENCE). , FINAL GRADING & DRAINAGE NOTES: 9. BMP'S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. 1. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS OF DISTURBANCE, THE 10. ALL BMP'S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 11, A VEHICLE TRACKING PAD (VTP) SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK -OUT ONTO CITY STREETS, IF Know what's below. 2. ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY DEVIATIONS SHALL BE TRACK -OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS. Call before you CMCJ. DATE: 07/26/2018 COORDINATED WITH THE ENGINEER OF RECORD.CALL 12. STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACT WITH THE 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND JOB NO. 15219.02 3. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS MEMBER UTILITIES SHEET C1 WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLH/MULCH TACKIFIER APPLIED, G:\2015\15219\CIVIL\Civil DWGs\DE\PHASE 2\Plot\15219.01 C1 COVER SHEET.dwg 06 N 02°15'00" W a 95,00' Q J S� N 115.00' S08°3913511'o0,0011 59.07' N 14 ° — zW �� a5� .. .. S14°pp,pp 5 p 0 p „E " ��62.511 m LU m CO _--- NOS°45'00" E _ 115.00' N 05°10'00" W �� \ 0 70 3 QQ LU LID N 07'00100" W 90.00' 2 6` LU o U 30000' _ �s ROARING FORK RIVER N 13° 291 g1 PARCEL 45,107 SQ.FT 1,137 ACRES# Z Z � Z C14ANNEXATION W �a Lu Q r- 0O co N 10°00'00" \ Z Cn LU �UCn OOH U' Ln � Ld ZQ�n 710.92' Z Z AIRPORT MINI STORAGE, LLC PROPERTY EX POST �`'� W O U iz�� w O rn RIM: 5895,94' IN: 95.94' TRANSFER 369,890 SQ.FT. 8.492 ACRESt POINT OF BEGINNING SUB -PORTION INADVERTENTLY OWNED BU NOT ANNEXED, N j 0 cc INV IN: 5891,83' INV INV OUT: 5891.83' SUMP. 5889.00 , j -^' i �� �\ \. �-- _—' �se�\ _ - INTO THE CITY OF GLENWOOD SPRINGS PREVIOUS Y CC O U v soe3 "W 3 \ LU EX 4' DRYWELL jt1M:5895.94' \ & Ln DI 0 PARC �. p 2 • '�.: ✓ INV OUT:: 589 5891.. 83' O SUMP: 5889.00 \ \ 0. 1 A , , \ \ \ m f EX 4' DRYWELL RIM: 5895.94' - �' 6 / / -` / INV IN: 5891.83' SSORPGO INV OUT: UMP: 58890083 \.yi 1NG 10 •Y EXISTING 4' DRYWELL \, • '. �/ ,- \ - EX 4' DRYWELL / / x / / / / / /CO Q RIM: 5897.18'x, .'. ', 'i SUMP: 5890.18' \� -- , RIM: 5895.94' �`� _.- _ - / / LD D_ / EXISTING INV IN 5891.83'/ INV OUT: 5891.83' SUMP 5889.00 C 1a=5156 t / SEPTIC 11-- SYSTEM / � EXISTING OFFIq BUILDING , / MAP 291 ORIGINAL ROAD CITY OF GLENWOOD SPRINGS / / BOOK 343 PAGE 365 REC #218398 ( ) (AIRPORT) / C E 1/16 SEC 27 °z EXISTINGPOST SECURITY r X 4' DRYWELL TRANSFER 2,689,160 SQ.FT. 61.735 ACERSt / / FOUND 2 1/2" STEEL / / 1980 L.S. 15710 PIPE FENCE RIM: 5895.94' INV IN: 5891.83' / RBED 1.19• EXISTING WALL SUMP: .00 END OF EXISTING WALL U) O U) J GRAPHIC SCALE W U � 50 0 25 50 100 200 (D Q Q N 1..1... w O CL ( IN FEET) 0 L V z 1 inch = 50 ft. Cl) Q U 0 Z (� Z p L m EXISTING LEGEND} Z w EXISTING PAVEMENT O IiE C T EXISTING CONCRETE U EXISTING CONTOUR — 7900 EXISTING CONTOUR INTERVAL , -f 283 7 1 "y l Oma Know what's below. j,,�c / !!! �A)k 'V'10NAt. e �Yjyrk�, 0111 before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING MEMBER UTLITIESUNDERGROUND G:\2015\15219\CIVIL\Civil OWGS\DE\PHASE 2\plot\15219.01 C2 EXISTING CONDITIONS.dwg DATE: 07/26/2018 JOB NO. 15219.02 SHEET C2 coLU H_ } CO ❑ W m Z DO 0] ❑ U LU S U J J 200.00 ZIll- CIO CO 20.09' Z J K 0 M 0 U v .. R20.00' 160.1 Z Z Z J o ..• .i" / \•�\' ' //. .� / ,— -- / .,. NOTE: REFER TO / \ \ O J ¢Dorn DO — LO < --'' / ! / — ` ARCHITECTURAL PLANS FOR FOOTPRINTS OF \ \ Ln i LL U LEY AN TYP. 40.17' BUILDINGS \ \ \ O C.J \ \ 16 17' 232.75' \ \ / W / 40.17` �' / \ •• / \ ` 40.00' / CO 16 17'y / 40.00' • 4D 17' / x - / / 16 17' / O Coll A it / / CONTRACTOR TO EXTEND INTERIOR FENCE / / / z z / / / CN p 0 LU < ati GV �ti� Q LU 00 p V Q H LU ,� W }I, •� 28377 J a z y �!y��d'71 �7�1.� Cn LU H o 6" ITYP) AS SHOWINIMUM ON PLANS 4000 PSI CONCRETE WITH FIBER MESH . CROSS SLOPE ITMP) TOWARDS ROAD. 6„ _ q' 2.0' 112„ 6 4000 PSI CONCRETE WITH FIBER MESH PROPOSED LEGEND PROPOSED RECYCLED ASPHALT PAVEMENT ,,�j? rnNMX GRAPHIC SCALE � �— p �Q1� LL -m p Z p U PROPOSED CONCRETE 40 D 20 40 80 160 EXISTING LEGEND CL6 BASE COURSE CONTINUED FROM STREET. IN FEET STRIP ALL TOP SOIL AND CLAY, SCARIFY SUBGRADE, RECOMPACT TO 95% MIN. STANDARD PROCTOR. CLBASE COURSE CONTINUED FROM 57REET. EXISTING PAVEMENT 1 IDCh = 40 ft. STRIP ALL L 70P SOIL AND CLAY, SCARIFY SUBGRADE, RECOMPACT 70 95% MIN. STANDARD PROCTOR. Know what's below. EXISTING CONCRETE Call before you dig. DATE: 07/26/2018 CONCRETE DETAIL N T.S. VALLEY PAN DETAIL N.T.S. - -_ - - - EXISTING CONTOUR — —7900 — — EXISTING CONTOUR INTERVAL CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UnuTIES JOB NO. 15219.02 G:\2015\15219\CIVIL\Civil DWG„\DE\PHASE 2\plot\15219.01 C3 SITE PLAN.dwg SHEET C2 CONTRACTOR3:1 SLOPES CANNOT BE ACHIEVED ---� BOW:5892. BOW:5891.9 / T :584.50' - / BOW:SB92.34' TOW:5894.9 TOW:5894.5� FG:F N AFFE:5895.00' 000 CONTRACTOR TO INSTALL 12" X 15" STANDARD INLET RIM:! DRAINAGE NOTE: OF DOWNSPOUT TO 4" PVC PIPE AND CONNECT 4 1. CONTRACTOR TO CONNECT RO PIPE TO 8" DRAIN PIPE. PROPOSED LEGEND SPOT ELEVATION LEGEND PROPOSED RECYCLED ASPHALT PAVEMENT BOW = BOTTOM OF WALL PROPOSED CONCRETE EOA = EDGE OF ASPHALT EX=EXISTING GRADE EXISTING LEGEND FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE EXISTING PAVEMENT HP = HIGH POINT L- EXISTING CONCRETE LP = LOW POINT MATCH EX = MATCH EXISTING EXISTING CONTOUR RIM = RIM ELEVATION 2.0% EXISTING CONTOUR INTERVAL DRAINAGE DIRECTIONISLOPE xxx:xxx.xx' SPOT ELEVATION TOC:7900.00' EXAMPLE: TOP OF CONCRETE @ 7900.00' = 4' 0 DRYWELL RIM: 5893.50' INV IN:5889.39' INV OUT: 5889.39' SUMP: 5886.50' 4'0 DRYWELL RIM: 5893.50' INV IN:5889.39' INV OUT: 5889.39' SUMP: 5886.50' CONTRACTOR TO HAVE A 3:1 SLOPE MAX CONTRACT OR TO INSTALL 12" X 15" STANDARD INLET RIM:5893.00' 4' 0 DRYWELL RIM: 5893.50' INV IN:5889.39' INV OUT: 5889.39' UMP: 5886.50' CONTRACTOR TO INSTALL 12" X 15" STANDARD INLET RIM:5893.00' 4' 0 DRYWELL RIM: 5893.50' INV IN:5889.39' INV OUT: 5889.39' SUMP: 5886.50' \�TOW:5894.oa' >����BOW:5901.25 TOW:5693.77' BOW:5901.00' TOW:5894.05' BOW:5899.61' �TOW:5894.30' BOW:5899.92' TOW:5894.55' / GRAPHIC SCALE ( IN reL I I 1 inch = 20 ft. -y 12 �.•i STANDARD RISER --t SECTION(S) 1 FILTER FABRIC INSTALLED OVER CLEAN SCREENEROCK IF NATIVE BACKFILL CONTAINS FINES. SOLID ILID . 1.-- 24" 3 CONCRETE N.T.S. NOTE: 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478 2 BACKFILL3/2" CRUSHED STONE, TO TOP OF PERFORATED SECTIONS. 3. OVERALL DEPTH, MINIMUM OF 7'. 24" SETBACK = 1 5/e' (41 MM) (S" BATTER ANGLE ON WALL) V MAX DEPTH 6" FILTER FABRIC PERFORATED 6" PVC STANDPIPE FOR OVER FLOW, EXTEND 3 FT. MIN. INTO EXISTING GRAVELS TOP BLOCK GRADE TO DRAIN SURFACE WATER AWAY FROM WALL. L- 4" MIN LEVELING PAD REDI ROCK WALL DETAIL N.T.S. 10a u� �j.0 N r d a , ;? 8377 ; t� l 7A y,nh ,510N At• Fw- 0 N 6 H Z DO m Y DO LU UJO U 3 U V) Q _ p Q U U J J RETAINED 7 SOIL i� i 1-11 i=W M LU MOVE BLOCKS FORWARD DURING CO INSTALLATION TO ENAGE SHEAR F- J KNOBS (TYP) Z 1 j' MIN WASHED ROCK OR APPROVED EQUAL ) FILL WEDGE BETWEEN o ADJACENT BLOCKS WITH DRAINSTONE (ALL BLOCKS) j1 Ali FILL VERTICAL CORE SLOT WITH U DRAINSTONE (PC BLOCKS) ,1�1llI�llLul�`I I IT I I I L- 4" MIN LEVELING PAD REDI ROCK WALL DETAIL N.T.S. 10a u� �j.0 N r d a , ;? 8377 ; t� l 7A y,nh ,510N At• Fw- 0 N 6 H Z DO m Y DO LU UJO U 3 U V) Q _ p Q U U J J O Z N F- M LU Q CO W F- J w UJ C) M p Z Z Z ¢ K U o Qoom 2 z� J o Do Q Q LL Ln U L) CL z ^0 V W Know what's below. 0111 before you dig. GALL 2 -BUSINESS DAYS IN ADVANCE DATE: 07/26/2018 B FOR THEM RYOU IKINGOF GRADE, EUOR EXCAVATE NDERGROUND JOB NO. 15219.02 MEMBER UTILITIES G:\2015\15219\CIVIL\Civil DWGs\DE\PHASE 2\plot\15219.01 C4 GRADING PLAN.dwg SHEET C2 O 04 0 O r2 V w 1= LLl z w W D_ 0Q0 Z 06o Z O C� m o Z O O O U Know what's below. 0111 before you dig. GALL 2 -BUSINESS DAYS IN ADVANCE DATE: 07/26/2018 B FOR THEM RYOU IKINGOF GRADE, EUOR EXCAVATE NDERGROUND JOB NO. 15219.02 MEMBER UTILITIES G:\2015\15219\CIVIL\Civil DWGs\DE\PHASE 2\plot\15219.01 C4 GRADING PLAN.dwg SHEET C2 5899\ vA j --J a, w \ v GRAPHIC SCALE ( IN FEET) 1 inch = 40 ft. PROPOSED LEGEND PROPOSED RECYCLED ASPHALT PAVEMENT C- -� PROPOSED CONCRETE EXISTING LEGEND EXISTING PAVEMENT EXISTING CONCRETE _ - _ _ - - - EXISTING CONTOUR -7900- EXISTING CONTOUR INTERVAL SEDIMENTATION LOG - 12" MIN. DIAMETER JSE A STAKE EVERY 24" AT ALTERNATE 90 DEGREE ORIENTATION THROUGHOUT THE SEDIMENTATION LOG. USE TWO STAKES 11/2 - x 11/2 " x SUFFICIENT LENGTH TO EMBED AT LEAST 12" INTO SOIL AT EACH END 0 0�- OF LOG STAKE AT 90 DEG. TO EACH OTHER WETLANDS OR FEATURES REQUIRING PROTECTION SECTION A - A SEDIMENT CONTROLLOGINSTALLATION NOTES 1. SEE PLAN VIEW FOR: LOCATION OF SEDIMENT CONTROL LOG. 2. SEDIMENT CONTROL LOGS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. S. THE SEDIMENT CONTROL LOGS SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 2 -INCHES. SEDIMENT CONTROL LOG MAINTENANCE NOTES NTROL LOGS LY, DURING AND AFTER 1 ANY STORM RM EVENT & MAKE RMP MANAGER SHALL I PAIRS OR CLEANOUTNSPECT SEDIMENT UPSTREAM SEDIIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM DEPTH IS WITHIN } THE HEIGHT OF THE CREST OF LOG. 3. SEDIMENT CONTROL LOGS SHALL BE REMOVED AT THE END OF CONSTRUCTION, ONCE PROPER VEGETATION HAS BEEN ESTABLISHED. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL IT SHALL BE COVERED WITH TOPSOIL AND REVEGETATED/STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. SEDIMENT CONTROL LOG (NOT TO SCALE) 40 1 (MIN) w Q O N 6 H Z m > LU> m ❑ O� O ZU Z y 3 w co p ❑ U J J Z F- M N W Q Lu aD�Inn z xOMa C7 to rUQo [n Lu n z z zQ.o W 0 ¢ o o m m Z U Nome J to < w N U v a '^O L C0 E Rod d Fl p0 p 680 .0 I�IR) 9 Z HALL PR��'>�V�{R�S�'p,L� ]Ulil SD ICTI ON COOT SECT. #103. AASHTO #3 COARSE AGGREGATE OR B" ROCK, OR RECYCLED CONRETE .6" (MINUS) ROCK O (MINUS) INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT N Q W � Q_ NON -WOVEN GEOTEXTILE MEMBRANE COMPACTED COMPACTED NOTES 1. ALL ROCK TO BE REMOVED UPON COMPLETION OF J O J CONSTRUCTION. I� DIRT W U J ~ SECTION A -A 2. PUBLIC ROADWAY TO BE KEPT CLEAN AND FREE OF .NTS- AND DEBRIS AT ALL TIMES. MUD, �I1 V M o Li W 3. ALIGNMENT OF CONSTRUCTION ACCESS SHALL PROVIDE A Q w CL MINIMUM LENGTH OF 40 -FT MEASURED FROM THE CENTERLINE. Z O VEHICLE TRACKING CONTROL O Q z o J Z n J::DN.T.S. LL Z — Co p (n W Z RE LL U :8377 �0. 7AC11 Know what's below. .1 ssldAt �� Call before you dig. N i i1CALL 2 -BUSINESS DAYS IN ADVANCE DATE: 07/26/2018 BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND JOB NO. 15219.02 MEMBER UTILITIES G:\2015\15219\CIVIL\Civil DWGS\DE\PHASE 2\plot\15219.01 C5 EROSION CONTROLAW9 SHEET C5