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HomeMy WebLinkAboutStrata-CDOT NTP Permanent Access Rev2 6-15-17.pdf STRATA PERMANENT ACCESS PLANS FOR CDOT NOTICE TO PROCEED DECEMBER 2015 1-70 EAST LIONSI-EAG WEST PEE>ESTRIAN CIRCLE GENERAL NOTES LICoNSFIEADI CIRCLE BRI1:XQE VAIL 1!IL LI FILINEMMINNIM.- • 1. All excavation for trenches, roadways, retaining walls and drainage facilities shall \� meet OSHA requirements. PROJECT 1� 1)_ 2. The Contractor shall repair and/or replace any existing underdrains, culverts or SITE `� I-70 EXIT 176 existing utilities disturbed by construction, and that are intended to remain, to the \ PARKING' _ of the Engineer and the respective utility company of the damaged utility. STRUCTURE r- satisfaction 3. The Contractor is warned that conflicts with existing utilities may exist, including • � [ o �� shallow utilities, culverts, subdrains, roof drains, irrigation lines, water and sewer lines, /%!O /, 0 street light electric service lines, etc. Prior to beginninggany construction, the �V %%' �� Q o ilk ���� Contractor shall contact all appropriate utility companies for line locations. He shall J P` A Q -ice n� • then locate all utilities (including depth). Any conflicts with the proposed construction L ;RV. , / ` shall be brought to the attention of the Engineer so that minor line or grade changes �"G"J IJ can be made to eliminate any conflicts with these existing utilities. All existing utilities 1f/ riiO ` i: Alit\ shall be protected from damage by the Contractor at no expense to the Owner. AEI O �-.11 i w ifts assumes no responsibility for utility locations. /�_—;-_ �� /� 4. Contractor shall obtain at his expense all permits and inspections which arear- ---„,,, ,,,,N\ u necessary to perform the proposed work. I \� '0' �l 7 Q° �? 5. All construction in the R.O.W. shall conform to CDOT Standards and Specifications. �D � � `\� O w �, 0 'C3 6. Contractor shall not scale drawings for construction purposes. Any missing /----,s- ,,� 0CD 41416 tothe dimensions or discrepanciestheEin r.aIfnfield staking, a physical features shall t brought / ,�� j „ d� \SEEK \ to the attention of the Engineer. If Contractor proceeds with the work without notifying W v the Engineer, he does so at his own risk. -- 0 d _- 1111 5� 0 Com- o a \\ ij d 7. Observations of the work in progress and on site visits are not to be construed as ' /-- a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 0 , i' ` j/ 11111111 1 � 8. Existing drainage patterns/storm sewer must remain functional or provisions provided �'___ / U� 0 „ O --,„ N\ - `V to allow flow. �__ }�� c �: 147 9. Traffic control plans prepared by A-1 Traffic Control shall be implemented and ❑ ���� 6 �\ 0 O 0 ❑ 03 El'', O followed for all phases of the access construction. I O O 0 0 ��. C:i 10. Safety is the responsibility of the Contractor. The Engineer is not responsible for � 01:3<> • safety in, on, or about the project site, nor for compliance by the appropriate party VI CI \I TY MAP ❑ � LIn 1 /0 �-J �� with any regulations relating hereto. 00 Cir[�( M I D 4.4 001D 11. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices SECTION 6, EAGLE FOREST ROAD V necessary to provide for public safety in accordance with the current Manual on TOWNSHIP 5 SOUTH, 13.41-IN 1 Uniform Traffic Control Devices and/or as required by CDOT or the Town of Vail. RANGE 80 WEST GONDOLA -.."_ CHAIR 8 12. The Contractor is responsible to install and maintain sediment control measures to insure that sediment-laden water does not leave the site. Contractor shall provide ongoing inspection and maintenance of all sediment control features. 13. The contractor shall take all appropriate precautions to significantly reduce any potential pollution casee by theiractivities, including vehiclefueling, storage of fertilizers or chemicals, etc. The Contractor shall have ientified rocedures for P 0 J-C T CO\ TA C TS SHEET INDEX handling potential pollutants and have identified spill prevention and response procedures COVER SHEET SHEET 00 prior to any activities at the project site. XCEL ENERGY (GAS) PAMELA McGUIRE (970) 262-4039 CDOT GENERAL NOTES SHEET 01 COMCAST (CATV) MICHAEL JOHNSON (970) 925-4311 CDOT STANDARD PLANS LIST SHEET 02 EAGLE RIVER WATER AND SANITATION DISTRICT - TUG BIRK (970) 477-5449 EXISTING CONDITIONS PLAN SHEET 03 HOLY CROSS ENERGY (ELECTRIC) JEFF VROOM (970) 947-5425 ACCESS IMPROVEMENT PLAN- SHEET 04 To < CENTURYLINK (TELEPHONE) KELLY McCLERNON (970) 328-8288 ADDED STORM IMPROVEMENTS PLAN SHEET 04.1 +-..‘*�tiy, ,A ACCESS PROFILES & SECTIONS, MEDIAN DETAILS SHEET 05 - t� CIVIL ENGINEER, AEI KENT KRIEHN, �- t VI TIM LEININGER (970) 926-3373 DETAILS — SHEET 05.1 '" ' ' �f lir 11 GEOTECHNICAL ENGINEER, r.�a .Ij CTL THOMPSON, INC. RONALD McOMBER (303) 825-0777 3 ce w i i WELL'S PARTNERSHIP (OWNER'S REP) AXEL RUSSELL (303) 892-6662 168 •* . i,`t:Sp -is-l5f. TOWN OF VAIL TOM KASSMEL-TOV ENGINEER-(970) 479-2235 ALPINE LEONARD SANDOVAL-TOV SHEET o0 + �pL••• ENGINEERING INC. 11 }y�..•,•,;,..•• CONSTRUCTION INSPECTOR (970) 479-2198 00 3 E ZS `,,�\Z1\� - 970 926-3373 - FAX 926-3390 O 1- El: a W " m . Z_ M O CDOT GENERAL NOTES Z 'oin *m poQ 1. ALL MATERIALS,EQUIPMENT,INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE A.SEEDING PLAN: IL II II E g• WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE: SOIL PREPARATION,SOIL CONDITIONING OR TOPSOIL,SEEDING(NATIVE),MULCHING(WEED FREE),AND MULCH J W Nin THE FOLLOWING BE REQ AND RATES SHALL DISTURBED AREA USED WITHIN THE RIGHT-OF-WAY LIMITS WHICH ARE NOT SURFACED. / IN IIIZ N3 a. CDOT MATERIALS MANUAL Q` b. CDOT CONSTRUCTION MANUAL 0 owo c. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION THE PROPOSED SEED MIXES SHALL CONTAIN THE SEED TYPES AND AMOUNTS LISTED BELOW. Z 3 I d. CDOT STANDARD SPECIAL PROVISIONS,AS APPLICABLE TO PROJECT W e. CDOT STANDARD PLANS(M&S STANDARDS) PBSI NATIVE MOUNTAIN MIX ASS f. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)FOR STREETS AND HIGHWAYS AND THE COLORADO (10 0)FRINGEDB BROMEGRASS SUPPLEMENT THERETO (10%)2 % NODDING WHEATGRASS Cl) (20/o)SLENDER WHEATGRASS Z �/� g. AASHTO ROADSIDE DESIGN GUIDE (5%)BIG/CANBY BLUEGRASS VJ (5%)ROCKY MOUNTAIN FESCUE J W PLEASE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM: (12.5%)BLUE WILDRYE COLORADO DEPARTMENT OF TRANSPORTATION (20%)STREAMBANK WHEATGRASS U O BID PLANS ROOM (5%)PRAIRIE JUNEGRASS Z 4201 EAST ARKANSAS AVENUE (5%)TUFTED HAIRGRASS DENVER,CO 80222-3400 (2.5%)ALPINE TIMOTHY (303)757-9313 (2.5%)SPIKE TRISETUM Q Z (2.5%)ALPINE BLUEGRASS > ri- - 2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND B.SEEDING APPLICATION: 50#/ACRE BROADCAST, L W NOTICE TO PROCEED(NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. ON SMALL AREAS: 2-5#PER 1000 SQUARE FEETCC Z 3. A LIST OF UTILITY CONTACTS(COMPANY,CONTACT PERSON&PHONE NUMBER)SHALL BE PROVIDED ON THE PLAN SET. Q W W 4. THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE C.MULCHING APPLICATION: WOOD CELLULOSE FIBER MULCH: 2000 LB/AC; TACKIFIER: 100 LB/AC1:1— REASONABLY CLOSE TO THE CONSTRUCTION SITE. HYDROMULCH WILL BE REQUIRED FOR SEEDED AREAS. FURNISHING AND APPLYING HYDROMULCH WILL NOT BE Q 0 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. ADDITIONAL COST. D.SPECIAL REQUIREMENTS: N/A. 0) W O 6. THERE IS A POTENTIAL FOR ENCOUNTERING PETROLEUM CONTAMINATED MATERIALS ON THE PROJECT. IF ENCOUNTERED,THE Q CONTRACTOR SHALL FOLLOW SECTION 250 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. E.SOIL CONDITIONING AND FERTILIZER REQUIREMENTS: FERTILIZE: 200 LB/AC, 20-10-5 / 7. THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN THE BOUNDARY OF THE PUBLIC RIGHT OF WAY. (NITROGEN-PHOSPHOROUS-POTASSIUM) U V 8. PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR(TCS)TO MANAGE CONSTRUCTION SIGNAGE AND Q SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN CDOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN F.BLANKET APPLICATION: N/A. PROGRESS. 9. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN CDOT RIGHT OF WAY OUTSIDE OF LEASE AREA. G.PRIORRESEEDINGFINALOPERATIONS/CORRECTIVE CEORRECTIVE STABILIZATION: m TO ACCEPTANCE. 10. THE PERMITTEE SHALL COMPLETE ALL WORK IN THE CDOT RIGHT OF WAY WITHIN 45 CALENDAR DAYS AND WITHIN A SINGLE CONSTRUCTION SEASON. 1.SEEDED AREAS SHALL BE REVIEWED DURING THE 14 DAY INSPECTIONS BY THE EROSION CONTROL SUPERVISOR 11. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY FOR BARE SOILS CAUSED BY SURFACE OR WIND EROSION. BARE AREAS CAUSED BY SURFACE OR GULLY EROSION, TO THE PROJECT,AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO BLOWN AWAY MULCH,ETC.,SHALL BE REGRADED,SEEDED,MULCHED AND HAVE MULCH TACKIFIER(OR BLANKET) z APPLIED AS NECESSARY. COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE CDOT ENVIRONMENTAL CLEARANCE INFORMATION rn 2.AREAS WHERE SEED HAS NOT GERMINATED AFTER ONE SEASON SHALL BE EVALUATED BY THE ENGINEER AND SUMMARY"(ECIS)FOR DETAILS. THE ECIS MAY BE OBTAINED FROM CDOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE CDOT LANDSCAPE ARCHITECT. AREAS THAT HAVE NOT GERMINATED SHALL HAVE SEED,MULCH AND MULCH ce CDOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEEPAGE AT: TACKIFIER(OR BLANKET)APPLIED. WORK SHALL BE PAID FOR BY THE APPROPRIATE BID ITEM. HTTP://WWW.DOT.STATE.CO.US/ACCESSPERMITS/PDF/ENVIRONMENTALCLEARANCESINFORMATIONSUMMARY.PDF 3.THE CONTRACTOR SHALL MAINTAIN SEEDING/MULCH/TACKIFIER,MOW TO CONTROL WEEDS OR APPLY HERBICIDE <http://www.dot.state.co.us/AccessPermits/PDF/EnvironmentalClearanceslnformationSummary.pdf> TO CONTROL WEEDS IN THE SEEDED AREAS UNTIL FINAL ACCEPTANCE. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT,OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. a 0 ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS:WASH WATER,PAINT,AUTOMOTIVE FLUIDS,SOLVENTS, 0 z OILS,OR SOAPS. UNLESS OTHERWISE IDENTIFIED BY CDOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL(CDPHE)WATER ai QUALITY CONTROL DIVISION(WQCD)AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE,THE FOLLOWING E DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT:LANDSCAPE 00 IRRIGATION,DIVERTED STREAM FLOWS,UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS,DISCHARGES a FROM POTABLE WATER SOURCES,FOUNDATION DRAINS,AIR CONDITION CONDENSATION,IRRIGATION WATER,SPRINGS,FOOTING Z DRAINS,WATER LINE FLUSHING,FLOWS FROM RIPARIAN HABITATS AND WETLANDS,AND FLOW FROM FIRE FIGHTING ACTIVITIES. N a mo H Y _ ANY OTHER DISCHARGES,INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES,MAY N REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND C FORMS,GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML +���,,,... o <http://www.cdphe.state.co.us/wq/PermitsUnit/index.html> 0)1 �f 0- '} F11 6 z3 0 w I r!I o o 0 o i 1•'= * e o /its —►a—k i ro- if 4.AF bp�.`�,. ::if SHEET irk 4.•... ... 01 3 11 t\,` W=� 0 O 1- a: a W " m . Z O M PLAN NEW OR M STANDARD PAGE PLAN NEW OR M STANDARD PAGE PLAN NEW OR S STANDARD PAGE Z NUMBER REVISED TITLE NUMBER NUMBER REVISED TITLE NUMBER NUMBER REVISED TITLE NUMBER 0 O M-100-1 STANDARD SYMBOLS(3 SHEETS) 1-3 O M-607-1 WIRE FENCES AND GATES(3 SHEETS) 100-102 O S-612-1 DELINEATOR INSTALLATIONS(7 SHEETS) 151-157 Z W`4 (4SHEETS) (3SHEETS) (2SHEETS) 2014) J II II O M-100-2 ACRONYMS AMD ABBREVIATIONS 4-7 O M-607-2 CHAIN LINK FENCE 103-105 S-614-1 • GROUND SIGN PLACEMENT REVISED,DECEMBER 12, 150 1/J W N°. M-203-1 O APPROACH ROADS (REVISED ON JULY 08,2013) -8- O M-607-3 BARRIER FENCE 106 • S-614-2 CLASS I SIGNS 160 IIIIII III W NOM O M-203-2 DITCH TYPES 9 M-607-4 O DEER FENCE,GATES AND GAME RAMPS (5 SHEETS) (REwsEO ON 107 100 O S-614-3 CLASS II SIGNS 161 < Z 013" APRIL 30,2015)'' U' 22'0 O M-203-11 SUPERELEVATION CROWNED AND 10-12 O M-607-10 PICKET SNOW FENCE 110 S-614-4 O CLASS III SIGNS(3 SHEETS)(REVISED,DECEMBER 17,2014) 162-164 Z 3 DIVIDED HIGHWAYS(3 SHEETS) O M-607-15 ROAD CLOSURE GATE(9 SHEETS) 111-119 O S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS 165-166 W ' O M-203-12 SUPERELEVATION STREETS(2 SHEETS) 13-14 M-608-1 t• CURB RAMPS(7 SHEETS) (REVISED ON JUNE 16,2014) 120-125 FOR GROUND SIGNS(2 SHEETS) O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 M-609-1 • CURBS,GUTTERS,AND SIDEWALKS(4 SHEETS) (REVISED 0012) 126 120 S-614-6 O FCONCRETE OR CLASS FOOTINGS (2 SHEETS) ISLANDS (REVISED,SEPTEMBER 16,2013) 167 160 Z (2 SHEETS) III O M-611-1 CATTLE GUARD(2 SHEETS) 130-131 (REVISED ON O M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES(2 SHEETS) 17-18 S-614-8 O TUBULAR STEEL SIGN SUPPORT DETAILS(5 SHEETS) OCTOBER 23,2014)'''1M-173 M-208-1 • TEMPORARY EROSION CONTROL(10 SHEETS) (RLYSB so15) 10-30 M-611-2 O DEER GUARD(2 SHEETS)(NEW ON APRIL 30,2015) O S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY 174 O J vJ O M-613-1 ROADWAY LIGHTING(4 SHEETS) 132-135 U J O M-210-1 MAILBOX SUPPORTS(2 SHEETS) 31-32 O S-614-10 MARKER ASSEMBLY INSTALLATIONS 175 v O M-214-1 PLANTING DETAILS 33 O M-614-1 RUMBLE STRIPS(3 SHEETS) 136-138 O S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 176IJ- O M-614-2 SAND BARREL ARRAYS(2 SHEETS) 139-140 J M-216-1 O SOIL RETENTION COVERING(2 SHEETS) (NEW ON JULY 16,2015) Z 4 O S-614-12 STRUCTURE NUMBER INSTALLATION 177 M-412-1 O CONCRETE PAVEMENT JOINTS(5 SHEETS) (REVY 24,OON12) 34-38 O M-615-1 EMBANKMENT PROTECTOR TYPE 3 141 O S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS(3 SHEETS) 178-180 Q J H EL O M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 39 O M-615-2 EMBANKMENT PROTECTOR TYPE 5 142 O S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 181 > M-601-1 O SINGLE CONCRETE BOX CULVERT(2 SHEETS) (REVISEDAUGUST 27,ON 2013) O M-616-1 INVERTED SIPHON 143 O S-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS 182 I 0 CC CC M-601-2 O DOUBLE CONCRETE BOX CULVERT(2 SHEETS)(REVISED EVISEDUGUST zON zot3) 42-43 O M-620-1 FIELD LABORATORY CLASS 1 144 O S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 183 Q W M-601-3 O TRIPLE CONCRETE BOX CULVERT(2 SHEETS)AucusED 07N 2013) 44-45 O M-620-2 FIELD LABORATORY CLASS 2(2 SHEETS) 145-146 S-614-40 O TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS (REVISED ON APRIL 2,2015)104-108 Q 0 O M-601-10 HEADWALL FOR PIPES 46 O M-620-11 FIELD OFFICE CLASS 1 147 (5 SHEETS) CC CO Z O M-601-11 TYPE"S"SADDLE HEADWALLS FOR PIPE 47 O M-620-12 FIELD OFFICE CLASS 2 148 S-614-40A O ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS APRIL 2, ON 189-132 (4 SHEETS) O M-629-1 SURVEY MONUMENTS(2 SHEETS) 149-150 Cn O M-601-12 HEADWALLS AND PIPE OUTLET PAVING 48 S-614-41 O TEMPORARY SPAN WIRE SIGNALS (REVISED ON APRIL 2,2015) 103 W O M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS 49 O S-614-42 CABINET FOUNDATION DETAIL(4 SHEETS) 194-197 v' ` M-603-1 • METAL PIPE(4 SHEETS) (REVISED ON OCTOBER 02,2014) 50-53 O S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS(10 SHEETS)..198-207ilr Q M-603-2 • REINFORCED CONCRETE PIPE (REVISED ON OCTOBER 02,2014) -54- S-614-44 O PEDESTAL POLE SIGNALS(2 SHEETS)(REVISED ON NOVEMBER 3,2014) M-603-3 PRECAST CONCRETE BOX CULVERT 55 COLORADO S-614-50 O STATIC SIGN MONTUBE STRUCTURES(12 SHEETS)(REVISED ON 208 210 } _1i _1i M-603-4 O CORRUGATED POLYETHYLENE PIPE(AASHTO M294)(00, 2, ON —56— DEPARTMENT OF TRANSPORTATION S-614-60 O DYNAMIC SIGN MONTUBE STRUCTURES(14 SHEETS)(REBSR28, 0o NOVEMBER r 220-233 CO 1— ~ OCTOBER 02,2014) NOVEMBER 28,200 12)''' Z STEELM-603-5 O N REINFORCED POLYETHYLENE RIBBED PIPE POLYVINYLOCED (AASHTO oET ER oz,20 1 4) —57--57— S-627-1 O PAVEMENT MARKINGS(5 SHEETS)(REVISED ON JUNE 10,2014) M-603-6 O234 238 STANDARD D PLANS LIST S-630-1 O (REVISED ON M o La z TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION DECEMBER os,zolap''230 258 (AASHTO MP 20) (NEW ON APRIL 30,2015) (20 SHEETS) oz O x • M-603-10 CONCRETE AND METAL END SECTIONS(2 SHEETS) 58-59 M&S STAN DARDS O S-630-2 BARRICADES,DRUMS,CONCRETE BARRIERS(TEMP) 259 to 0 2Q • M-604-10 INLET,TYPE C 60 July 04, 2012 AND VERTICAL PANELS w cr 0 O M-604-11 INLET,TYPE D 61 O S-630-3 FLASHING BEACON(PORTABLE)DETAILS 260 a (/) O M-604-12 CURB INLET TYPE R(2 SHEETS) 62-63 Revised on August 13, 2015 O S-630-4 STEEL SIGN SUPPORT(TEMPORARY)INSTALLATION DETAILS 261-262 w w (2 SHEETS) IY__> O M-604-13 CONCRETE INLET TYPE 13 64 S-630-5 O PORTABLE RUMBLE STRIPS(TEMPORARY)(2 SHEETS)(REVISED ON 263-264 co N. O M-604-20 MANHOLES(3 SHEETS) 65-67 AUGUST 13,2015) T Lo O S-630-6 EMERGENCY PULL-OFF AREA(TEMPORARY) 265 o a O M-604-25 VANE GRATE INLET(5 SHEETS) 68-72 I I O S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL(TEMPORARY) 266-268 5 0 O M-605-1 SUBSURFACE DRAINS 73 ALL OF THE M&S STANDARD PLANS,AS SUPPLEMENTED AND (3 SHEETS) M-606-1 O GUARDRAIL TYPE 3 W-BEAM(19 SHEETS) (RE ISEDD 07,2014) 74 02 REVISED,APPLY TO THIS PROJECT WHEN USED BY za M-606-13 O GUARDRAIL TYPE 7 F-SHAPE BARRIER(4 SHEETS)AUGUST 30,203)''' 03_0c DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. _ O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER(3 SHEETS) 97-99 co; ro 0D THE STANDARD PLAN SHEETS INDICATED a HEREON BY A MARKED BOX ARE TO BE Z m USED TO CONSTRUCT THIS PROJECT. 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V A w�IT��� v �� / / L/ / -77 , - 1 II �T _ T-@>w��wa wU VJ wAT�wAr\�j \\Mr�C \\ \\\\\\\\\`__\\\\\ — I /` / / // / / Ia �� ,_. .. 1 k¢` �� —`{tom 1 0 — --,�w � v �, 1. J p warms urs warms rarer v --8,„---,,,-,-----_-- --,-,-_-.-,--- -_,\_\,'\ H I /' // // / i/ // //� / € / L, 1 4� 4. I ,_ l a �wdT� / \ � � ' ' / / / 0 / - "r. (a •/u -\ �� k< .J r ;na -: ` �� Tg4 > H_ F �� m\\ \y� - I /. 6d % ' ia. ItEXISTING ACCE ata Z I 1111A1vV _ 4.�pl / ' a7 ° / '��� s � �LEGEND I w 1 11 \ ,I aa. </ UoI a ,� �, \/ FIRST cHa �CI'\\'\ \ ;;;/,'24 1N i f / YY o' \\\`-- — �� ''-- -'s ` 1 / it\ \ \ /� \ /mss `� TELEPHONE PEDISTAL 1 II 11 A A '/I -, i/�., '� I ;�r iY _, CC U3 0 I 1 \ \ ( 91 FOUND #5 REBAR AND 1-1/2" \1 111 I 1 11 II %.-. -.-.-. '.I °__ �.j-"/_, i/ 1 / i'C ��a+ss-f�- �,���. /' r \ / r^ ALUMINUM CAP "LS 28287" I 1 I I 1 1 {1 I /g - ��� �,� �Tj `rr 4,k /h _ -� U VJ j II 11 I _ LIONSHEAD INN I I �- ! '""� ©/ / ,5. ay# FOUND #5 REBAR AND 2" ALUMINUM II I i 11 I A PARCELB a a j�� - 0 © CAP AS LABELED I _ 77 '�� �� X NOTE: THIS PLAN IS A COMPILATION OF A FIELD i I I �_ I / / / '" Q W FOUND #5 REBAR AND 1-1/Y I 1 I 11- 6 �,_ - ,� ���" \ v __ A '� ALUMINUM CAP "LS 16827" SURVEY, CONSTRUCTION PLANS FOR ADJACENT 1 1 \N 1 ,\,,,///// +�- \ I- !y *,,,\/ ?-, $m % / gay LANDMARK CONDOS } PROPERTIES, CONSTRUCTION PLANS FOR THE 1 1 I �� ;�;; //IIS ;�,� �5;' m •m V CONTOUR INTERVAL SOUTH FRONTAGE ROAD WIDENING AND SURVEYS I 1 1 '/'�1 iI I lb � // / v v I BY OTHERS AND IS INTENDED TO GENERALLY , 11 II 11 11 I 1 11 11 11 II F III 7\ •'nom /i / �'� _S v ti° 1' CONTOUR INTERVAL I I 1 1 1 a V A 1 1 1 1 \\ V "� `.' '0 6' REPRESENT THE EXISTING SITE CONDITIONS PRIOR h I1 1 1 v 3 1 - 11��� vv v _ �-/ /r�; k�y� TO THE START OF CONSTRUCTION OF STRATA. I1 1 1 h 1 - ) { 4 ti FIRE HYDRANT I $ v ca 1 //j�/�� > v ' ga.� N - ��, o. ',Y E ELECTRIC MANHOLE I 1 \ . " E"s /7 # IN WATER VALVE \ \\ 1 1\ /i1 / _ x ° �,;� �� A AV A//l/IENZIAN • - I I - -- /'I „Iv p,n II /B ��_/ QS SEWER MANHOLE \ \\ ?/ I Ir � "�. y t9 _' e r • CONCRETE BOLLARD \\\-lo,� I „ I / ���e ^y� .. ��. \ �� i/, f % II UGHT POST vv �v Fll 3 1 --��� .� �i s� . �,� _ �� ..!-- U SIGN �,�v 1 II _y ����\ _ - .. / �/- -° -� "„_l j VAIL SPA I. 'g — — — 4/''''S--//,,,„ a mar o FENCE \v vv 1v 4•al. _ _ �E. E -.Q �_� ��”, 7// a L� :9 vISIv A\IIIIIIII E�6= � / s� / BOULDER WALL \__\\,. m —EE�br' , METER ,r a \ - k4 i T1iIl r �/ "/';�� CONCERT HALL COO Z TRANSFORMER / / s �- / k5 ., ei 991116 CONDOMINUMS ENZIAN fj�� d iii SWITCHGEAR I a \ \ /� �. 111, . `N / / 0/ p1S 9 ` I 1 I - -� _ ei- ILII. ,.. i ` _ +48.9 EXISTING SPOT ELEVATION �� ° / .,1'° ar ',se'. Z ..,A,., _ ,,,,, ./zr-i-,,,,,,,..\ 4,1:',...\e, .,,,,,,,7::„,,,,, ' --... ..„........,...: '.: . ,• ' : ,,,,,,I .-/I'S _ o J J /—— _---- rdl tat—Tal—--__-- -- \ e / r ?' \ �T rates rat *A ,41,-............WA'-----warms w °se '; \ - - / 6:i� 04�� ( " .EXI3ITN n 'ti a/ 0 iai-- E,., EE EXISTING ELECTRIC ra ,,AT 6 a/6�/_sem—s��_m __ wir ►arm war= ' L� r. .+, 'Z' -- : ' e, /4 \�� \ r. 'it C. O rn arm war s� �zs0, ar warms\ a* - 7 - a �' a _ i @ /o I ES EXISTING SEWER .w saws - --scr a'�_ t. - A' - �a, 1- \ a au' CD o, se►� _ - z \/ .—"—Tra*ia- to ,T a ro-�I o- IN/ o 0 0 sof sem ,5E--.e_'� '.. — -- t: -T 5� ,, a =. - .. • / �\ w w z a EW EXISTING WATER `-```- sew\sdw ,�_ 4. \ \ s� • �� @/ c o C sdT s �_ \ y� a rat a ;._w @, . N ¢ w 1- c EPH EXISTING PHONE -, _ �n ees, a sew U IYSH 4:.dr _ '$te a" ' 6�/"/f raL� - r r' w 0 2 Q v i ` \^�` \CaS a ��/ /ya._ _ s�"_ '�I—Ts�l'' ASt— a, 0 U x / ..„.....------ '4,- - GRAPHIC SCALE ETV- EXISTING OWEST �' I \ �� c \ s"*�-sY %yr, s s.. 'wRy1- Zr) EG EXISTING GAS 173 / _� z^ -�� c��cey�c i ti `�� \ �i \ Q FRT• •'• �� 0 25 50 1G5 �_ a9 03 UNKNOWN IUTY . 111111 UNDERGROUND \`tt\ ``���_ c� °a'T�— .-_ A-siiartir,i ` SHEET �1 ii, 1"""tiiiikliiiiiiiiiiiiiik.-- .. M OTT Exs-?- v4,1114 ,4 I,I ( IN FEET ) ZS Alltill---117 ` 1 inch = 50 ft. 0 1- a W " m . Z O M _ Z mN. oon n1 POSTED SPEED Z woQ LIMIT OF SOUTH INTERSTATE 70 �/ LL , FRONTAGE ROAD PROPOSED TOV MODIFIED TYPE 16 LLI No CURB INLET, RE: SHEET 05. VIII III LLI ,°" 25 MPH RIM =8151.4 FL 18" INV. OUT =8148.4 RESET EXIST. CDOT ELEC. VAULT OUT OF m3N ALL WORK IN THE R.O.W. PROPOSED SIDEWALK AND RELOCATE EXISTING 0 2201 18" SUMP INV =8146.9 SHALL CONFORM TO CURB GUTTER METER ADJACENT TO PROPOSED TRANSFORMERS. a ° CDOT SPECIFICATIONS / CONSTRUCT RAISED MEDIAN CONTRACTOR TO COORDINATE THIS WORK WITH I - W 2 INSTALL 33.0 LF 18" CL.V FLARE PAN TYPE 2 (SECTION IB) PER DETAILS SHEET 05. r CDOT(MATT RICKARD-303-512-5834). - RCP CO 2.66% W/F.E.S. AT INLET W/CATCH PAN _ RE: EXISTING S. FRONTAGE 18" INV. OUT=8147.49 .- r r- y/ r r ----6-1-V moi -'TTL---- CT-V ITV GTV -CT-V__ -STK -- ROAD PROFILE, SHEET 05 r _ FF FO FO FO FO FIP FO FO FO \ FO `� ----------:------_CT I w Z _.--„__________--r) - 0 Vie � F%OUTH F @NTAGE aXBAD �, �,/ FO T - FO ____ ---------- \ '•,),P N EHPG EHPG EHPG-,."1 EHPG EHPG EHP'r EHPG •- -- -. - - `, - Z 4 _ EHPG- EHPG 'PG ®5266% W/FLARED END SE1CTIORE1D A PROFILE,ESS SSEET 04 LINES INT EXISTING ELEC SPAREEXIISTING ONDUIT \ CENTERLINE-S. 1 J EHPG - ALL CLASS I 18" INV. OUT =8147.49RONTAGE ROAD J CI- -ERPF (4' MIN. COVER) O I- SIGNS ON TOV WOOD 18" FES INV. OUT =8147.36 ? \� POST. RE:DETAILS Ra-� ® z+oo `G2y EXISTING EDGE za x32" •� -.)� _ OF ASPHALT i��l o _ ■-_ - _�I - CATCH PAN +oo \ 3+zz.39 BEGINONCRETE CURBS& IIR, 8 SPILL PAN tga - ' - S ®'Ii CONTINUE SOUTH ON VAST J I- W j o+o�^o\ „`Va rm eni R• • li 1-1 .' /R=2.5' \ LIONSHEAD CIRCLE. Z M INSTALL TEMPORARY 24" CONSTRUCT 15 CONCRETE REMOVE TEMP. INLET:ND TEMP. �� W PATH TO CONNEC • 1\ SA UT EXISTING ASPHALT TO PROVIDE CELERY OUTLET PIPE F•OM ENG RCP INSTALL CLASS I SPILL PAN INSTALL 27 LF 24" RCP ®0.8% CMP, 41 LF ®3.6%. FRONTAGE ROAD PER TOV. f NO A AN EDGE AND SPACE TO FORM VEHICLES INSTALLED FOR TEMPESS. SIGNS ON TOV WOOD I. '> GA I MOTOR Co CRETE. REPLACE ASPHALT PER ONLY R3 z RESET EXISTING FLARED END SECTION. s GAS 24" INV. IN =8147.23 INSTALL FLARED ENDTIONS. POST. RE: DETAILS �. o VEHICLES S SER STEP DETAIL, SHEET 05. z"xia' zaxza' , CON I•N INV. = = 5, •2 GAS GARS GAS 29"INV. OUT =8145�4 aa.a ass � aGAS GAS ,, "'' _ • GAS � �- za" za' ' '� ---- -_-- waGAS- - __ -- -- _�-� � 3\�-- _ --ems y24. RCPWINN W Cl- - _ - a, ,---- � • ��' � �lc-- - •+1� I I � iI a O �� 21 � I TO EMAIN) i© ®� -- ,�- .rw :i! ■ _A 3 2% 58.7+� \ ,1 - :��& rill _ _ ai 5 _- 991° ! .� G ! ■ ■ ! ■ j i1 ■ w i E I@NS CT 10' C,...1-2-1- P9 _ \ EE '^muuu ■ VJ couumuii i• I 5 ■ uu� • .815• -30.0 °- 'stir 71727--1,7,-7160:7-7 ��- - �Ss]•II� �� ' '� s 26% El i- E.�%i1 � CO 'V - -SW -- 5410 BVI- io% ��=®� 4� - ,� _ �����.-' _�- - - __ / 60 = PROPOSED VJ W .. . ....�_- - _ I q [ 85 o s • • ,. r ��'��' ��®' -��- �' RQA RAM -- --5"- .81•• - 5a.. •�.�_ �l c SONS 9 ®y o�� 52 r� � *_ 1\�\ A h • - r� MM1M 60aHF P tJ U `� !T..Jtri� St�I. Y L� � ® I� �i� I ® =1N•irYtl� __ ®fil�Jli.�® 00.°P€� a�1 e� � ��� U lei ', TYPO ,A l`f _ _ mac_• a�� 59 .* , 11.1"--- �� Lal IR ,AIN TO,- k, ®�li� ��` �� • R ailow-rtribiz:=1,10,1„0"71 -071a_ _ __® � - 1 . F., tet' _ -(1 1 =�.B .vss a0o4+ PROPO ED p - I. '• -- �� i H H 2 , • •• TE L• •'^rei�Qr MEDIAI�VI SPARE DUIT. 12/ G m�_aN\ `, Bvs TRANS'ORMERS , \ i.li• .;_ -AOC:_ID ® � �I �' ,E ro R� 3.09 �I C7 Tim \ 1 53 ,T �2,TER S•• - • •. a ��3 2 �� _ _ -�'' a 56.10 3% ' �` J14 . Lot .S', LL\ SOUTH FRONTAGE \ z,-,* ♦ f � f� /�� 0. ��r 1�� �/�� n ®•�� �! I I � V Q ROAD R.O.W. \ ` ��y�t -_� � �� �,,� LI ► zs% \saeo % 'v r \ 'viWAT - A z o \ \ •4 '- 1' -+- / PI ANTER 0 I �I '��- �. r � -�f +� 52.56 � lk 1117 N 0c. , ,:„ \�� WAT v ` •a 52 3 (:i����! �� -1! 8.4% / 7 W V K AT \ \ L - 11 < 53.oe a.e. % r zo'vtn (IREa - - - o_ I I %'i STAGING AREA aG' 58.56 ��;.•w / \ N :1AVIIII1111:LOCATIONEXISTING ATC E w wOBTAW PERMISSION-FROM -- 2 P'DPOSED TYPE '� / � \ ��` s ( l l > >50 THESEPLANSAREI •ED r / /• ONLYFORWORKIN THE SO• )� ADJOINING PRTB RT OWN€R�❑O�t \ \ r�cnoN IIB) coNc- '" m ,,� Lk � ' / '� ���.��� \ _ URB & GUTTER 57 REMOVED / / mAZL GRADING AND EyiCROAeHATENTS� \ ��' I ♦FRONTAGE ROAD R.O.W. / _\ \ I W/CATCH PAN g PROPOlEDo sa. ........8758 / k'-- - V V A - _ I■ BUILD!i G J / / ¢ N O r• EXISTING INLE i p \ \\\\ \ \ 17 O ` (TYPICAL) / i �' 0 0 VPROPOSED ' ii, Ci Q / z 1 \ •6..111611:76 a ❑ ❑ 1:-.7 BUILDING Gv(� ./ • a VAIL SPA ro 5.6`�•• ❑ i iii ` 0 r iiii `. � I,:i, !% co 0, illiAD6, o I Via. . r� _ - VIII > ,� �� �, �,�� ,.!/ /,,,_ A,�:oftof� O z In P Y O -- .-"t �' ��•N• ,1)',-,.51,11-ii 1� O 3 ��'', ' • `r. i ili � Z L.9 0)1 O GRAPHIC SCALE • S In a W d 0 30 45 60 % • ��_,c 2.% U N. _ SHEET o ( IN FEET ) �......7.- , 04 0 1 inch = 30 ft. 3 0 > 0 1- ea: a W " m • Z_ O M Z 0% POSTED SPEED - Z woQ LIMIT OF SOUTH INTERSTATE 70ill �� �� C . FRONTAGE ROAD J w Nr, 25 MPH 111111 O Z 0owm li, Zorn m ______,,,,,i.____—„, I W w . I— CTS-- 1:-11u [;-1'V --T -CTIL CT-V �'TY GT-V -CT-V-- _5�'u- cn _ --------- ----- —gyp FO • F0 ` FO FO 0 FO FO -.a, FO- - FO Fu `� FO FO FO - \ FO F� - `� ----LTI Z ___ - Y EHPG EHP ' � L'� EHP" EHPG EHPG Q 4 _ HPG HPG EHPG EHPG NOTE:.'CONTRACTOR TO FlELD MEASURE \ 1 EHPG _ REQUIRED PIPE LENGTHS & CONFIRM EXISTING m 0 J EHPG SOUTH FRONTAGE ROAD INVERTS PRIOR TO ORDERING PIPE OR INLETS. m \ \ III 2+00 ^ 3+— I 02.39 V r,-, �S o+o� � "'Vir �PROVDE CLASS V RCP \ W b-•._... -...a�c e._.,....' X61 4, ��°�' � ^ Y�;'v'9 ir�?�r` '>'y -' �,� _ - 4 ` x I L " 2x3 SLAB INSTALL 3'x3' INLET WITH 2'x3' SLAB ET W W I NG'18" RCP CLOSE MESH GRATE. REMOVE EXISTING �� TOP OPENING, W/ TYPE 16 OR D&L TOP OPENING, W/ TYPE 16 OR D&L --s— REMOVE EXISTING I 3386 VALLEY FRAME & GRATE. REMOVE EXISTN 3386 VALLEY FRAME & GRATE. RIM = 8157.8. FL F.E.S. & INSTALL 6.6 EXISTING iso GAS—� GAS EXISTING 24" CMP F.E.S. & INSTALL 7.0 RIM=50.84 FL, INV IN (E)=47.56 F.E.S.'S & BOU DERS RIM=8154.36 FL, INV IN (E)=8151.07 INV IN (E)=81'4.66 . LF 24" RCP 0 0.79% 4" RCP GAS�� GAS �`s�� LF 18 RCP ®1.9 a # •' APE47-36�SHM - -- S- - (w)=815007,0194P-81 a9. AS LL 'i� \ ---- ----- I -GAS_ \ A= GAS W cc 6- a Nit\ T _ G • 1 [ J_ NIP'jAi.�� _ — _ ,� o� — — — — _ '�� !P i� 67.1ie711�13Fir milli ■ _ ■ ■ ! ■ ■ It 5 ■ ■ 71.711,-Ami iiuu ■ �� EE CO --815 — — — — ' _ _____,„,..4.,. � �. 12816011-1----...: 11M •ALL■57' ■ �� -�1 _ - \V- 24" _ A� - �, �--r� �'� 6160 E� H W CC — --- — _81•. — — — _ _ 0 ,��=-.'_� IfST'- mdm mi'tfl ii N V IN t I ! L1 GP 2 :. . i17i� ' \ N 0 0 ® v®il�®® Bss:eri ar � _ P1 C■�P " .,gym u -7®•mows.rfill c5,, -"111%10. e76o ' 9O` ` i��� Ell I�11m . ©I �'• �I • �' ` 6� ,Irk I } J J T s �`� ® ®� I - . -���I�_ ����►� ,� S�� SLE o z \ .. ''k ` —j e� il 6-"4111 ��Ilp �o�li filil Witiff®,. €, 11 WAT-4-- ,4 g o i#4,,,Iti;:riv / \ �� WAT �� — 40f, .NAM 1C11.1i 10 �roti � �= d AT L — t TC CC CCS W __ __--____ - __ -..„_ 44/ \---- -,_,,_ --___ --,,,, ' I ' 44r &r / Z // friii+ -8j62 / � � lir� � \ X12- _ l /\ 4., 0 a ' I it it Z ,.? 111 o'7 0 _____,.<,. it, _8756_,,, 1 d 4 0 A 2 2 /, z*/ I cilyili# 1:4*p/ 0 ac 07\ \ \ \ 41 / 1 I 1 A,, ..,,,,: s_ j iiiill i, 03 a < csz, i 1 0 1 T iltie / A,/ k, &, ill 1 ,: g<i ‹ /// i iI p 01 \ II I I�T..•-i, - ---- nll\ y �:: \fi ,� lam\ �� r-`j• �/j j,/ ,'. _ J Aii 41.0eirl4f O Y a H Y O M c 1i` T �� { 3 ��1 ili$14 +�r, Z Lu Y O GRAPHIC SCALE • S In a W d 0 30 45 60 % • ��_,+� % CI CI U 2 •ii IAF.d P.►-• SHEET o ( IN FEET ) \R`N.N.ti.••••• 04.1 o, 1 inch = 30 ft. 0 > O H a CONCRETE CURB — ` III U 'cmc' ALL CONCRETE WITHIN THE RIGHT—OF—WAY 6" Concrete ABOVE tubing W o �■.�IMEI♦— L SHALL BE CDOT CLASS P OR EQUIVALENT Z MODIFY FLOWLINE TO TOS ■--i■I�� 7 Z — 0 MATCH INVERT OF GRATE —�� � �— 7" snowmelt tubing (approx. /s aim .1•111 CONCRETE SIDEWALK/BIKE CONCRETE a ° a ° _dia.) Re:Mech. Tie to welded = 0 pQQ a .," —0 wire fabric (6 x 6 w1.4 x Z a PATH RE: LANDSCAPE r w1.4) at bottom of concrete.PRECAST OR CAST IN 1LL! !111 FOR TEXTURE AND FINISH EXPANSION JOINTS � • • a Q, UJ PLACE CONCRETE BOX REQUIRED EVERY 300FT it i\ \\\\ ' \� /\\\\\ \\/ \ \/\,\ /\ Staple WWF to base as ° 10' \ \��%/%/jj�/� �� % % ��\ � needed to prevent fabric and J W zN \i\ Suitable Compacted Subgrade (See tubing from "floating" during moo IIIW _1 [ \ Slope = 1/4" per Foot 'a CONCRETE CURB TO a ► SEE LANDSCAPE PLANS FOR COLOR Soils Engineers Recommendations) concrete pour. Q m3 BE POURED THRU a ° a a a AND SURFACE FINISH REQUIREMENTS 0 owm 6" CURB THE INLET WITH 2 #4 9%) ° a 6° Aggregrate Base Course Z o 8" TYPE 16 "VANE" GRATE — BAR EXTENDING MIN ~ a ° NOTE: WHERE CURB 8c GUTTER ABUTS CONCRETE DRIVEWAY, Compacted in Depth as W w . \ DIRECTION OF FLOW Specified on Plans and Details \` FLOWLINE 18" OUTSIDE OF BOX �� C&G PAN THICKNESS SHALL MATCH DRIVEWAY THICKNESS. p o�c c c6" CLoSS 6 ROoDBAoE>o�o�o�c Notes POURED IN PLACE 18 � � �� CONCRETE GUTTER Z Z CO #' Notes. 1. Subgrade to be proof rolled and witnessed by Engineer or Geotechnical Engineer. #. ssi ins s ozw ilkl •���•- 2. Use Wirsbo tubing and related products. 0 �, ° �,• • 1. On curves 3' and sharper, curbs and curb and/or gutter are to be 3. Installer to refer to Wirsbo Complete Design Assistance Manual and comply with manufactures 4 p placed on the arc of the curve unless otherwise noted on plans. A recommendations for all snowmelt related construction regardless of what AEI plan or detail shows. LIP OF GUTTER f maximum chord length of 10 feet may be used when the degree of 4. Purpose of welded wire mesh is to tie down tubing with "zip ties". O J U II curve is less than 3'. / w H•H •4 5. Contractor shall protect snowmelt tubing at all joints in concrete per manufacturer's recommendations. `./ W 4 2. Concrete in sidewalk shall be Class P with fiber. NJ '. 3. A tooled joint is required when the curb and sidewalk are poured SNOWMELTED CONCRETE DRIVE L� seperately or monolithically. N.T.S. J 0 TTO _ O d 10' CONCRETE RECREATION PATH SECTION Q LZ Q PRECAST OR w • N.T.S. a r CO .. 'D CAST IN PLACE�_ m CC N CONCRETE BOX — I L W 0 g�JE� INSTALLATION & T—TOP Q CC J_ . NOT USED ASPHALT REMOVAL DETAIL I- U I LL �� FLOWFILL WITH STRUCTURAL BACKFILL MODIFIED TYPE 16 INLET WITH CURB **REPLACEMENT ASPHALT Q 0— 0 N.T.S. f MIN. OF 2' ON EACH SIDE OF TRENCH ./ ,\ n M o OR co I����® �— ���' 1/2" CUT TO UNDISTURBED SOLID BASE, -� �� -- DEPTH WHICHEVER IS GREATER. ' ` co 2.0' LANDSCAPE 2.0' ' _ I — — — — I U U VARIES - BEVEL EXIST. ASPHALT U PAVER EDGE CURB AND GUTTER DETAIL MINIMUM OF 4" OF REPLACEMENT Q RESTRAINT TYPE 2 SECTION IB COMP' 0 ASPHALT PATH SECTION } ** 'i:GRADE NOTE: EDGES OF ASPHALT IN TWO COMPACTED J (RE: LANDSCAPE) (CATCH OR SPILL AS REPLACEMENT 36" MIN. LIFTS OR MATCH EXISTING m „ DENOTED ON PLANS) __ _ I ASPHALT SHALL FLOWFILL FROM ASPHALT, WHICHEVER IS GREATER. T.O.V. 60MM NOT TERMINATED BOTTOM OF Z RE: BEVEL i CONCRETE ODETAIL (TYP) N THE WHEEL ASPHALTUNIT PAVERS 6min PATH.4:1 MILL 1' WIDTHcnU ® 2" DEPTH SAWCUT LINE PROPOSED =CURB I DRILL HOLES IN d'la IT POST PER COOTCOMPACTED/ 44,��a.�4.�4. STRUCTURAL # a aM&S STANDARDS fla an Ada an J y __ BACKFILL IN / / > \ EXIST. ASPHALT FINISH GRADE—� *.' 6"-8" LIFTS / 1� le 1.5" BEDDING SAND o4004‘048,00*, o4 o� o� ��A�A�4f), 6" DIA. SLEEVE /t ��t���� CD "MIN. CLASS 6 BEDDING dk� ? S}�Q� SUCOBGRADDE COMPACTTE AND ASE MOISTTUREE 4x4 COMPACTEDBACKFILMATERIAL8 �1 Jy•,f p�".� . Q N SAWCUT EXISTING ASPHALT BACK 18" FROM PROPOSED EDGE OF GUTTER. LAY 1 7777J�► �y * NOTES CONDITION PER SPECS FORMS AND 2". PATCHBACK TOP AND GUTTER.LL DTH (MILLING C6A K FULL SAWCUT)DMOISTUREEPTH ASPHALT LESS CEDAR AIL SOLID _ ��l;OFo 1. REFERENCE LANDSCAPE PLAN FOR PAVER MANUFACTURER, STYLE AND COLOR CONDITION AND COMPACT EXISTING BASE COURSE PRIOR TO PATCHBACK POST 18" — ice— — ��t1ti� Zoa 2. CONCRETE UNIT PAVER SHALL BE FLUSH WITH SURROUNDING GRADE 3. CONTRACTOR SHALL ALIGN PAVERS TO MEDIAN BACK OF CURB PROPOSED MEDIAN INSTALLATION CDOT TRENCH DETAIL FOR PROPOSED MEDIAN WITH LANDSCAPING ASPHALT SHEER STEP DETAIL STREET SIGN POST STORM TRENCH UNDER ASPHALT co d o POSTED SPEED LIMIT RIGHT OF WAY—, z a OF SOUTH FRONTAGE EXISTING RADE I FINISHEDD GRADE Y ROAD 25 MPH EDGE OF EXISTING 9 SOUTH FRONTAGE ROAD — — — r A. 8160 PROPOSED ACCESS 3 02% 8160 / / I o E• J STA: 1+41.74 ELEV: 8154.44 SOUTH 7. 3.75% / / 3.51% SCALE: FRROADCE ?�00% 1.09% 3.87% wrn rthi 8150 HORIZONTAL: 1"=30' 8150 a a DATUM ELEV VERTICAL: 1"=30' DATUM ELEV PROPOSED 24" RCP o Ct U < CULVERT INV=50.15 8140.00 8140.00 N O CO N CO N i+) N h O M N In in in N In Lc) co (f) cO c0 N �co 09� SHEET o 05 (—F 0+00 1+00 2+00 3+00 0+00 0+76.97 m PROFILE—EXISTING SOUTH FRONTAGE ROAD CENTER LINE (TO REMAIN) PROPOSED ACCESS PROFILE s 0 L W " m . ZO_ M Z mN,0 com 0 I ZA JIIIILu W08< 111111 IIIZ o 0wm Z3m `" VJ Z Z J O 0 - CO JZz RCP > C= Q O 2'x3' SLAB TOP OPENING I L w FOR FRAME & GRATE W 11 1 I Ico i F 1_ W IL r- rt . e Q O O fr u) a_ ALL THICKNESS VARIES 2.00' I I I�—/� VJ 0) L 1 3.00' RCP vJ W co --SLAB TOP 0 0 1-,---1-3.00' Q U -y P � Q —0 Z EXAMPLE OVERSIZE CURB INLET-PLAN VIEW Ld mJ o (n0 H z F W 0 00 VI o H TYPE 16 OR D&L 3386 cE W � VALLEY FRAME & GRATE a 0 ��;,�� SLAB TOP FOR W yga OVERSIZE CURB INLETS it ¢ H11ttt ' RIM ELEVATION (SLAB THICKNESS VARIES, ;_,j SEE SHOP DRAWINGS) w T T ¢ 'n 0 I I III 2.00' 0 0 a z a 1. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF INLETS WHERE CULVERT OPENINGS ARE NOT PREFABRICATED. ai 2. ALL INLETS SHALL BE DESIGNED ACCORDING TO '�—'- oo w ASTM C857-87 AND ASTM C858-83. INLETS SHALL INLET HEIGHT TO BE ADJUSTED E ALSO BE DESIGNED FOR AASHTO HS-20 LOADING TO ACCOMODATE SLAB TOP Z INCLUDING THOSE INLETS WHICH REQUIRE SLAB TOPS. - - 0 a 3. THE CULVERT CENTERLINES ARE ALIGNED WITH .00' 1- L- Y 0 cil THE MID-POINT OF THE INSIDE FACE OF INLET. Lio oi 0 T o u� \.' ch 3 SECTION A—A I �'1,� Y a / S I.* l. %.7 ,it t 0 0 0 0 3'x3' INLET W/ 2'x3' INLET ORATE i • � IN SLAB TOP LID r 1. = r N (18" SUMP REQUIRED) i1 t `I"l -‘ r• �� ��,p. SHEET `� SpF�p� 05.1 U {1 v ,‘ ., 0 > O H L