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HomeMy WebLinkAbout10.0 Preliminary Plat011 011 PRELIMINARY PLAN DOCUMENTS FOR THE FOUR MILE RANCH GARFIELD COUNTY, COLORADO PROJECT LAYOUT SCALE. 1" = 200' SHEET NUMBER VICINITY MAP SHEEP INDEX SCA! E . TITLE _ OLT° 1. COVER SHEET 2. PLAT 3. PLAT 4. PLAT 5. GRADING and DRAINAGE PLAN 7. 6. AA' FOUR MILE BLVD. and SUNRISE CT. PLAN and PROFILE "Bn RED CLIFF CIRCLE PLAN and PROFILE 8. "B' RED CLEF CIRCLE PLAN and PROFILE 9. "D" MAROON DRIVE PLAN and PROFILE 10. "E" EMERGENCY ACCESS PLAN and PROFILE 11. MASTER UTI;ITY PLAN 12. MASTER UTIbITY PLAN 13. MASTER UTILTY PLAN 14. SANITARY SEVER PLAN and PROFILE 15. SANITARY SE/ER PLAN and PROFILE 16. SANITARY SEER PLAN and PROFILE 17. SANITARY SEER PLAN and PROFILE 18. SANITARY SEER PLAN and PROFILE 19. 20• CHLORINATIOI and PUMP CONTROL BUILDING WATER LINE DT'AIL SHEET 21• - ---- -- SEWER LINE DTAIL SHEET OWNER= FOUR MILE RANCH ?E\- EI,OPMENT COMPANY INC. 25)0 NORTH MILITARY TRAIL, STE. 175 PO(y. RATON, FLORIDA 33431 (407) 241-3200 ENGINER= �\ HIGH UNTRY ENGINEERING, INC. CONSULG ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENVID SPRINGS, COLORADO 81601 (970) 945-8676 PLANNER: VANN ASSOCIATE 230 EAST HOPKINS AVI ASPEN, COLORADO 81+ (970) 925-6958 LOT N0. 1 1 2 3 4 5 6 7 8 9 10 10 11 12 13 14 15 16 17 18 19 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 52 53 54 55 56 57 58 LAND USE ADDRESS SUMMARY 0000 FOUR MILE BLVD. 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF C1R 0000 RED CLIFF CIR 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 SUNRISE COURT 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 MAROON 0000 CO. RD. 0000 MAROON 0000 MAROON DR DR DR DR DR DR DR DR DR DR DR DR DR DR 717 DR DR 0000 MAROON DR 0000 MAROON DR 0000 MAROON DR 0000 MAROON DR 0000 MAROON DR 0000 MAROON DR 0000 MAROON DR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 FOUR MILE BLVD. 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR 0000 RED CLIFF CIR AREA (S.F.) 88,754 90,230 87,534 91,826 89,429 126,827 123,158 118,852 107,139 88,185 95,183 95,183 89,127 90,064 121,051 130,759 94,400 95,987 95,476 96,422 87,658 87,120 87,120 116,230 722,434 116,655 87,120 87,164 87,514 87,164 87,746 87,164 87,120 87,266 88,431 89,770 88,950 153,679 87,714 89,030 126,242 87,163 87,120 87,228 87,235 87,253 87,139 87,477 87,939 87,408 87,277 87,185 88,831 94,361 92,836 87,120 87,120 87,120 LAND USE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL LOTS DEDICATED OPEN SPACE RIGHT-OF-WAY 5,552,629 97,605 394,737 PERCENT = 92% PERCENT = 2% PERCENT = 6% TOTAL BOUNDARY AREA 6,044,971 (138.773 ACRES +/-) . OPEN SPACE EASEMENT AREA INCLUDED IN INDIVIDUAL LOTS ACREAGE. SF = SINGLE FAMILY OPEN SPACE EASEMENT DEDICATED OPEN SPACE (2,822,721) PERCENT = 47% 97,605 PERCENT = 2% TOTAL OPEN SPACE IN PROJECT ATTORNEY'S CERTIFICATE 2,920,326 PERCENT,= 49% AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBLIC. AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND FURTHER THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984. DATE a' BOARD OF COUNTY COMMISSIONERS CERTIFICATE THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THIS DAY OF A.D. 19 FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. BY• BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO CHAIRMAN WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD. ATTEST - COUNTY CLERK NOTICES ACCORDIAG TO COLORADO LAW YOU LUST ,51=4CE ANY LEGAL ACTION BASED UPGN AM' DEFECT IN THIS SUtVEY Wf TH IN itMEE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION &'SED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CEITI4;CATION " CC HEREON. PRELIMINARY PLAT FOUR MILE RANCH SUBDIVISION A PARCEL OF LAND SITUATED IN THE SW1/4NE1/4, THE SE1/4NW1/4, THE SW1/4 AND THE SE 1/4 OF SECTION 27 AND IN THE NE1/4 AND THE NW1/4 OF SECTION 34, T.6 S., R.89 W., OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 3 NOTES: 1 VICNI TY MAP SOLE: 1"=2000' BASIS OF BEARINGS FORTH'S SURVEY IS A BEARING OF N 88'28'00' W BETWEENTHE STREET MONUMENT AT THE INTERSECTION OF 8TH SREET AND PALMER AVENUE AND THE STREET MONUMENT AT TH INTERSECTION OF 8TH STREET AND MIDLAND AVENUE IN THEOITY OF GLENWOOD SPRINGS. 2. THIS SURVEY IS BASED IN 'HE TITLE POLICIES PREPARED BY LAND TITLE GUARANTEE:O. (POLICY No.S LTHH220895 AND LTHH220896), PORTIONS OF A BOUNDAY MAP PREPARED BY KKBNA. INC. AND EXISTING CORNERS FOUND IN PLA'E. 3. DATE OF SURVEY WAS DOEMTER, 1994. 4. THIS PROPERTY IS SUB,:CT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMEKS OF RECORD OR IN PLACE. 5. LOTS SETBACKS ARE: FRONT - 50 FT. SIDI - 10 FT PEAT - LIMITS OF TYPICAL COMMON OPEN SPACE M -R COLORADO INVESTORS, INC. C/0 FOUR MILE RANCH DEVELOPMENT, CO A COLORADO CORPORATION MANAGING JOINT VENTURE PARTNER 1205 S. PLATTE RIVER DRIVE, SUITE 101A DENVER, COLORADO 80223 (303) 733-9787 ENGINEER/SURVEYOR: HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 7. A SITE SPECIFIC GEOTEMCAL REPORT, PREPARED BY A REGISTERED ENGINEER LICENSED BY THE STATE F COLORADO, IS REQUIRED FOR ALL STRUCTURES, PRIOR TO THE ISSUANCE F A BUILDING PERMIT. 6. OWNER: COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS AND DRAFTING. PURSUANT TO C.R.S. 1973, 38-51-107 AVD 102 (REVISED). GARFIELD COUNTY SURVEYOR ONE AND A QUARTER MILE RANCH, INC. C/0 FOUR MILE RANCH DEVELOPMENT, CO A COLORADO CORPORATION 1205 S. PLATTE RIVER DRIVE, SUITE 101A DENVER, COLORADO 80223 (303) 733-9787 8. THE HISTORIC AGRICULTUE USES OF PROPERTIES SOUTH OF THISSUBDIVISION SHALL BE DEEMED COMPATIBLE WITHME RURAL RESIDENTIAL CHARACTER OF THE SUBDIVISION. SUCH AGRICULTURAL USESFY PRODUCE ODORS, DISE, DUST, AND OTHER EFFECTS OF HISTORIC AGRICULTURAL F4'TICES THAT ARE OFFENSIVE TO THE RESIDENTIAL USE PROPOSED BY THIS SUBDIISON. THE ESTABLISHED AGRICULTURAL USES OF PROPERTY ADJACENT TO THE SUBDIVIVV ARE PRE- EXISTING AND ARE DEEMED TO HAVE PRIORITY OVER ANY RESIDENTIAL U. IITHIN THE SUBDIVISION. HIGH COUNTRY E GINE HRI\G, INC. CONSULTING ENGINEFF AND SURVEYORS 923 COOPERAVENUE GLENWOOD SPRINGS,-OLORADO 81601 (970) 94`•8676 DA'E DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING SOLE OWNER IN FEE SIMPLE, OF THAT REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL SW1/4AND THE ASEI/4T OFTSECTION H27SAND 4INITHE NE1/4EAND THE 4NW1/4 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN; COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 27; THENCE N 88'28'35" W ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 27 1127.60 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF COUNTY ROAD N0. 117 (FOUR MILE ROAD) THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID EAST -WEST CENTERLINE N 18'56'44' W ALONG SAID EASTERLY RIGHT-OF-WAY 36.69 FEET; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY N 73'20'59' E 38.23 FEET; THENCE N 82'06'12' E 63.31 FEET; THENCE N 86'20'37' E 270.00 FEET; THENCE N 85'10'08' E 785.86 FEET TO A REBAR & CAP L.S. #6973 IN PLACE; THENCE S 54'17'37' E 186.62 FEET TO A REBAR & CAP L.S. #6973 IN PLACE; THENCE S 53'49'22' E 151.66 FEET TO A REBAR & CAP L.S. #6973 IN PLACE; THENCE S 43'17'21' E 231.65 FEET TO A REBAR & CAP L.S. #6973 /N PLACE; THENCE S 13'45'28' E 432.09 FEET; THENCE S 09'31'33' E 752.63 FEET TO A POINT ON THE SOUTHERLY LINE OF THE N1/25E1/4 OF SAID SECTION 27, A REBAR & CAP L.S. #5447 IN PLACE; THENCE S 88'26'43' E ALONG SAID SOUTHERLY LINE 337.95 FEET; THENCE LEAVING SAID SOUTHERLY LINE S 01'26'34' W 750.13 FEET; THENCE S 88'24'24' E 293.01 FEET TO A POINT ON THE EASTERLY LINE OF THE SW1/4SE1/4 OF SAID SECTION 27; THENCE S 01'25'47' W ALONG SAID EASTERLY LINE 593.22 FEET TO THE EAST 1/16 CORNER OF SECTIONS 27 AND 34; THENCE S 08'36'18' W 691.41 FEET; THENCE N 79'38'39" W 447.68 FEET; THENCE N 84'09'51' W 254.28 FEET; THENCE N 83'37'26' W 279.76 FEET; THENCE N 83'46'47' W 395.98 FEET; THENCE N 83'37'23" W 309.58 FEET; THENCE N 84'01'09' W 354.18 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 117, A REBAR AND ALUMINUM CAP IN PLACE; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID EASTT I0R4By50 FWW82B.56 FEET 2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 680.30 FEET AND A CENTRAL ANGLE OF 37'20'20', A DISTANCE OF 443.34 FEET (CHORD BEARS N 07'11'40" E 435.54 FEET) 3. N 25'51'50' E 316.05 FEET 4. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 881.92 FEET AND A CENTRAL ANGLE OF 44'40'10', A DISTANCE OF 687.57 FEET (CHORD BEARS N 03'31'45' £ 670.29 FEET) 5. N 19'25'02' W 1043.51 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 138.773 ACRES, MORE OR LESS. THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS FOUR MILE RANCH SUBDIVISION, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO. THAT SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES AND FOUR MILE RANCH HOMEOWNERS ASSOCIATION THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES, INCLUDING BUT NOT LIMITED TO UNDERGROUND ELECTRIC LINES, GAS LINES, TELEPHONE LINES; TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH; WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. AND FURTHER DEDICATED TO THE FOURMILE RANCH HOMEOWNERS ASSOCIATION THOSE ADDITIONAL EASEMENTS SHOWN ON THE ACCOMPANYING PLAT FOR THE USES INDICATED. SUCH EASEMENTS AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. PRESIDENT PRESIDENT M -R COLORADO INVESTORS, INC. C/0 FOUR MILE RANCH DEVELOPMENT COMPANY, INC. 1025 S. PLATTE RIVER DRIVE, SU/TE 101A DENVER, COLORADO 80223 (303) 733-9787 ONE AND A QUARTER MILE RANCH, INC. C/O FOUR MILE RANCH DEVELOPMENT COMPANY, INC. 1025 S. PLATTE RIVER DRIVE, SUITE 101A DENVER, COLORADO 80223 (303) 733-9787 IN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF A.D., 19_____. STATE OF COLORADO ) COUNTY OF GARFIELD )ss ) THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D., 19 BY MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBLIC STATE OF COLORADO ) COUNTY OF GARFIELD )ss) THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 19 BY MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBL I C SURVEYOR'S CERTIFICATE I, FRANK W. HARRINGTON, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE FOUR MILE RANCH SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS , A.D. 19 DAY OF FRANK W. HARRINGTON, L.S. #19598 CLERK AND RECORDER'S CERTIFICATE THIS PLAT IS ACCEPTED FOR FILING /N THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT .M., ON THE DAY OF O'CLOCK RECEPTION NO. 19______, AS CLERK AND RECORDER BY: DEPUTY Y 9/25/97 96098.01 PPLAT.DWG _ 26 116, 655. SF 2.678 AC1 $\\ \\ �,337.95" \ \ LIMITS OF OPEN y4�SPACE EASEMENT (TYP.) \� \ \;164:15;t).56. 6425356 \\ \ ACCESS AND BUILDING / MAINTENANCE SETBACK / EASEMENT (TIP.) --1- 50 87,408. SF 2.006 AC3 hex? c 8 BUILDING SETBACK (TYP.) - / I I 24 14.\21. Im I 1` -� _24_77;95,157_: _Ei J — _II8 I C ' 23 "I \ 87,120. SF '•I: \ 2.000 ACtit J 594.2 I- I 22 4 ; r o \ \\ 87,120. SF 1.I; I 2.000 ACt I," 1514.584 116, 230. SF 2.668 ACI n PRELIMINARY PLAT FOUR MILE RANCH SUBDIVISION A PARCEL OF LAND SITUATED 1N THE SW1/4NE1/4, THE SE1/4NW1/4, THE SW1/4 AND THE SE 1/4 OF SECTION 27 AND 1N THE NE1/4 AND THE NW1/4 OF SECTION 34, T.6 S., R.89 W., OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO 6 o F REBAR & CAP ////TS 619598Tom) 1 / I S 8874'24" E 293.L1' I 97,826. SF zloe Act 89.429. SF 2.053 ACt / 6 128,827.-' 2.971 Ar, ,/ 57 , 87,120. SF / 2.000 ACt / �/ / yt,/ / / it / / 58 , / N 78•gq 34,E — 5/ / / / / / r' S / / so z 19 ��R // /'// / ��bpA�si96\ \\ �s.91BASF A ,\ <\ ice/ �j — — — / PC9 \ \� S 78'00'14" �? \ f / \ . Ij :=� C67 � mob' ORANAG� \ \\ \ � AC4 / C70 .UTILITYASEMENT \ �\ \ 1 p C7 -A' / (TYP.)..,. 7, �'\ 19e,1185F I / / \.\\\ N � I 12203 ACS \ \ \\ r�— \ :� `3� 10 \ 0 I / o / H ee 1Bs. sF \ `\ \ ° 48" E?' / fR ry / 2.624 Act \ \. L — N $�• �n _ / -- ti / ---/ p1 82y4—E- — — -- / _' Cl0 I AC r _ Z \\ . \ \ \ ti 17 I s / L6/rDRAINAGE & ZIMITS\ F Of N m o I 21sT Act / / UTILITY EASEMENT 11 PAFE E' HUNT �P.) v - // (TIP.) 95x82. SFt •\ 1 z les Act \ 2\24-of Z9 eo 0 r1, /' / 75 E t Cts \� , '7• I I E e.,/ _ (77 .35,0 / -- � t9 6,. E\ / / / / 16 / 0r. r 12 / �. N 7341 � 5 civ 95.+82. SFt 1 / 1 130,758. nes: L ' ' 2185 ACt /' /OTOS ri,kyk/ 7,.. \ L _.5„4.1.3(/ 3.00/ ACt N f t 7.13 , \%al'. I / / in` �—� _ /.)� �o�/// o I i 90.084. SFt f ,�ti Ri'/ / TAYm� ,+ 121,031. SFt \ \ \ ‘/ / L 1 2778 ACt 87,120. SF 2.000 ACf �V LI) \ \• \\ \ tiC\�\ \\ ��. \\ \. \HELL AND PUMP._ aLL S`RUCIURES PROhnBITE0` HOUSE EASMENT I,ti OPi::N SPACE EASEMENT,' N. 199.88' . N 84'01'09" W 354.12154.78' A 7:25'. V d3'371.232"4,;295. '2324" `;29.58'09 58 S 8337'23" E REBAR & ALUM. CAP END NOTICE: ACCORDING TO COLORADO LAW YOU AST CO1dENCE ANY LEGAL ACTION BASED MON' ANY DEFECT IN iHl$ SURVEY WITHIN THREE YEARS BASED LPONFANYTDEFECT N TH S SURVEY BEIN NO ENCEDTMAY ANY 1gRE THAN TENS YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. S 84'01'09" E AEBA& CAP LS 6651 FNR N 83'46; 47" 3g's.9Er 395.98' S 83'4647" E 7,185-3:41 06-011 BERSNENYI, .AHS N'. k AiJCE \ \\ \ \ \ N 833�f 19s`t.' 2®x'9• N 279.76' S 83'37126' E REBAR & CAP LS #5447 BEARS S 84'22'32" E 1.24' 2835 CO RD. 117 aENrooD sRRwcs, co 81601 REBAR & CAP LS 65447 BEARS N 85'22146" E 1.59' OF 2P0• 64R N 9.E14d.76er 254.28'- 84'09151e E HIGH COUNTRY ENGIEERING, INC. N CONSULTING ENGINEERS A SURVEYORS 923 COOPER ANTE GLENWOOD SPRINGS, COLO() 81601 (970) 945^- 86 \ 393. \ \\\\ \ \ \'\R�Y�. - \\ \ \ NATURAL GAS C \ TRANSMISSION\L1N OARING FORK \, \ \LLE'\PROJECT • AS RECORDEONN Rond B� \ Y\ JS• 79 38 3S 7s�3a 9„ £ 44768• SHEET 2 OF 3 LEGEND • EXIST. REBAR AND CAP (AS NOTED) 0 EXIST REBAR AND CAP, LS //19598 LIMITS OF OPEN SPACE EASEMENT LIMITS OF OPEN SPACE DEDICATED TO THE CITY OF GLENWOOD SPRINGS BUILDING SETBACK LINE EASEMENT LINE PRIVATE JOGGING TRAIL (APPROXIMATE LOCATION) PUBLIC BIKE PATH EASEMENT RIDGELINE LIMITS OF 40% SLOPE SECTION LINE ADJOINER LOT LINE LIMITS OF ROW DEDICATED TO GARFIELD COUNTY LIMITS OF HOME OWNER ASSOCIATION EASMENT LIMITS OF PRIVATE PEDESTRIAN EASMENT E1/16 SECTIONS 27 & 34 FOUND ALUM. CAP CENTERLINE RIGHT-OF-WAY EASEMENT AS RECORDED AS RECEPTION NO. 253512 REBAR & CAP LS 6'19598 (TYP.) 100 D 50 GRAPHIC SCALE 100 200 Ao6 ( IN FEET ) 1 inch = 100 ft. 9/23/97 96098.01 PPL AT.DWG REBAR & CAP Id LS #6973 FND\ \� PRELIMINARY PLAT N 73'20'59" E 2165 z' s a /o urg M n w c ow 38.23' " VY x` ` ' "REBAR &CAP FOUR MILE RANCH SUBDIVISION rx hL, Sinn785.86' 368.03. / ' , , LS #6973 FWD E''3 "wt�.Fc "' ` N 82 °6'12' E N 85'10'08" REBAR &CAP 63.31' A PARCEL OF LAND SITUATED IN THE SW1/4NE1/4, THE SE1/4NW1/4, LS #6973 \\ N 86.20'37" E 270.00' \ 47983' , o?6�i F `" • 'ALL STR�ITUI?£S \, Co e LIMITS OF OPEN NE88'46'00" E 2.68' \ : \ \\ \`` .,\ ,, \ \\ \\ \•, \ \\\\\ \ OPEN \SPACfi \ \ ` i %,\\SPACE EASEMENT (TYP.) \ ., `\ ss� THE SW1/4 AND THE SE 1/4 OF SECTION 27 AND 5.28, \ - \ `\. ''•,\ ',.\ \ k / \ \ °� , a / s `. REBAR & CAP IN THE NE1/4 AND THE NW1/4 OF SECTION 34 J°y \ CENTER SEC. 27 \��Di' /S 9? LS 973 END 1 `� \ \\ �• \ \ \ \ N' \ p•/ -- / K�c,,. �\ \ \\`\ \ \\ \��.-\\., ,�-, I --- hh/ / 'BRASS CAP FND. 'pS 16 ?'� lid . ELI,,..'...• s. R.89 HE 6TH P.M., N 18'56'44" W \ -- - ., \\ , \ \ �J,� W i I -�- / � _ \ -�-- ...,,.C.- ', . --- ., -- LN L 36.69' \ \ --- - E TABLE .‘‘‘‘$7. `\\., \ELEc'. \\\. ,N N :•11,19 . 6 \ • L' \ d` '7I , ,/ , 36 �:7-' exp; 27.f,-' COUNTY OF GARFIELD STATE- OF-COLORADO 72.70 ,� \. 1' \ \ >F7• I 37 / 89,770. SF , • E .'.' .'. �'': ! 1 / \ x 6 a \ r I 88,950. SF / / 2.060 ACt ' • •'•`•`.'• � 513 3 UNE EL1 DIRECTION DISTANCE N' � 'fl' 32' UTILITY � I / 9'06 .•J /" - �. '�'1r. h 2.042 ACt / 6 '�('.','.'.'.'.'.' i N I / �� \ -'' 5t' 9" W. •� EASEMENT p o I'tic/ EL2 EL3 N 41'10'13" w N 48'49'47" E S 41'10'13' 50.00' 50.00' ✓, 4^ W F 3(.7 7y /•'J' `' `� \ l ✓ . • 3 .} 2 1 • 1y \ �s �5' Cb " 121.11' 153,679. SF I / / 5 '-- \ SHEET 3 OF 3 \ `�` EL4 E N 69'06'37" E 40.00' 134.67' 2��-r.•. .\ Z 1 87 �� F + �j� 3.527 ACf I I •„f0�/ / AND MAINST. ��//1 WATER TANK `\��\ \ bS• \ \ EL6 EL7 S 20'53'23" E 20'53' 3 40.00' , t �S / / EASEMENT / EASEMENT \ 1q� p \ - - S>s,i\ \ p' I / • • \\` -., -. [0 EL8 EL9LI0 5 W N 41'10'13' W 48'49'47' 75.80' 50.00' t 1 �'�/ +1 g� •.,•� 5a �/ \\ \ / \ \ ' / '. �- 35 �tj`. \`o_ EL10 Lt N E S 4110'13' E 50.00' 40.00' \ - _J \ ,�a /• 8136 , r \ A ',. \ � i \, \_• \ �/- •% 88,431. SF \ .� REBAR &CAP Ni?�� L3 N 17'58'40" E S 30.00' 38.36' \. \/ \ Nel :27 2.030 ACt 5 '#\ LS #19598 '�1 ,, ��86 \\ \ \ - \ '� \ \. i I 6- L4 54'22'45' E N 47.40'59" E 017'4036' 2.00' ' \ \. 0.§-(TYP.) � , `\ \ ` q I 40 1 �' \ \ 0� % - \ \ \\\ L6 N E 47.3Y C \ i ,p �;\ o \ \\ 89.030. SF ` z ' C' 2.• -/y/` �' \ \ \ w LEGEND L7 L8 N 03'57'50" E 5 03'57150' w 64.41' 10.19' C4 : \ /' \.` I ' E j 3�Q• \ \' \\ \ • EXIST REBAR AND CAP (AS NOTED) L9 -L Ad, \ \ 1 \\ 2.043 ACI \1 10 w, 39 I I _ :4,c,,, \\\C\ {V,/\\ \ \ 1� j1 87,714. SF 6 0--- c�3 :1' ,C, a '\ \\ N 6g�21� ' 87,266. SF \\ \ \\ , \\ N O EXIST. REBAR AND CAP, LS X19598 I \ \ \' \ , 2.013 ACt \ $ 35.Op • �. ` 2.003 ACt t�� tt �[''� N 03.77'7x' E 9.12' - - V. II'. I LIMITS OF OPEN SPACE EASEMENT CURVE TABLE • _ \ 630.30' \\ 35317' \ 3 49 I cr LIMITS OF OPEN SPACE DEDICATED l No - - - .� ` �gkusy •\ C47 - T+ - - \ \ N TO THE CITY OF GLENWOOD SPRINGS W \ � _ \ N' "Pa Z W - \ \ W \\ CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA ie�\ \ n \ \\ \ o it \ �I Pa iI � '/, � ‘LIMIT‘. OF OPEN 5•,#0'06" E - - '- -- '-- \ \ \ - - - - BUILDING SETBACK LINE - Q N \ \ •\\, m ' 2 n mL - ; + SPAC EASMENT (TYP.) AC1 35.00' 200.00' 25.90' 34.19' 13.57' 17.14' 25.37' 34.15' S 23'28133" E S 76'57'08" E 42'23'35" 09'x7'38" RESSy/\ i -� 33 EASEMENT LINE Com. \\\ EME NCX.,ACCESS, t' I I ` \4t N` \ 87,120. SF \ \\\ #, \ AC2 AC3 459.89' 200.00' 179-17' 151.84' 90.74' 79.79' 778.04' 148.22' S 03100137" E S 35155118" E 22119120" 43'30100` UTILITY"Qc DR�tNAGE - PRIVATE JOGGING TRAIL APPROXIMATE LOCATION \ � 2 0 t. i 2.000 ACt ( ) / EA�IENT . 7.37 ^'� \ \ �•-• \ \ \� • t."'� AC4 AC5 200.00' 459.89' 151.84' 371.75' 79.79` 162.13' 148.22' 305.82' S 7925'18" E N 59'24`30" E 43'30'00" 38150125* -� - PUBLIC BIKE PATH EASEMENT z \\�\ \ \\ a C85 / 41 z \ \ I 686 64 \\ W AC7 200.00' 788.41' 101.85' 781.52' S 23'01'26" E 53'58'33" \A \ a 126,242. SF - - L. J -RPL- \ \• 2.898 ACt \ \ 7872'13" - _ _ - \ \ \ \ AC7 AC8 200.00' 459.89' 21.79' 623.021 10.91' 369.89' 21.78' 576.46' S 00150'32' W S 46'57139" W 06'74'35" 77'37113" 1'\ C84 N t \ \ \ \. \ Zak \ \\ - - - \ \ rn -4o - LIMITS OF 405 SLOPE v \ = -_211__ -- \ P p \ \ � \ \ + ' � _ _ 32 \ > \ 3 * -t --'' ! \` \ AC9 AC70 459.89' 200.00' 149.27 169.75' 75.27' 90.37' 148.56' 164.70' N 84'58102" W N 57'19'24' W 78135125' 48'37'50" _p \\ "-' -� 328.45 - _ - SECTION LINE ' �` BUILDING B7, SF \ \ \ \• GD O \ Al 4745• W \ '. S 8�4 -t u- - � \ i SETBACK 2.001 ACt \• \\ \ -- -- - - ADJOINER LOT LINE AC11 200.00' 459.891 169.75' 74' 90.37` 74.341 164.70' N 02'41'33'_ W E 4837'50" 1821156" 369.57 - - ________---_ 5 \` 4.59.80:, \ \ AC13 100.00' 162.AC12 105.20' 111 44.96' N 65'04'47' W 92154102" f \ I \ it10•t ' j \ \ \ - - 42 \ \.w \"ALL STRUCTURES 'ROHIBITED 676-93'_ ? k• LIMITS OF ROW DEDICATED TO GARFIELD COUNTY AC14 AC15 200.00' 200.00' 70.93' 139.60' 35.84' 72.78' 70.56' S 25'59'19" E 20'19'11" \ 5' 2 �'IN OPEN SP CE E EMEN1' ,- - - \ v \ \ \ 87,163. SF \ 20" E - 1 1 ` •to AC16 200.00' 28.78' 14.11' 136.78' 28.16' N 16'09'08" W 39'59'33" �' _ \ ^ i \ 3'53' - _ \ - �, O :. ��\ \ \ \ \ 2.001 ACt \, N 73:5:3:231:3, \ \ \ - - --- \ \ „ LIMITS OF HOME OWNfR ASSOCIATION EASMENT \\\` `\ AC17 2250.00' 437.24' 219.31' 436.55' S 00'11'33• E S 0617'24" W 08'04'23" 1108'03" ' �'- \ \ \� \ \ \ ` - - - ro • =�' \ - \\ \\ `\ \. AC18 1000.00' 66.65' 33.34' 66.64' N 09'56152" E 03149107" tr \ \ \ ` 660.20 - - , -P\ - - _ - ° C3` \ \\ I. _ - - - 31 \ \ ca :i::�� ::: LIMITS OF PRIVATE PEDESTRIAN EASMENT •=••y=••• 1/414 ,`- \ \ CL 20.00)N ` \\ - - \ -‘1C1, - - ` \� y' \ '..\ � 87,746. SF ''\\ AC19 Cl 200.00' 35.00' 64.03' 50.59' 32.29' 30.87' 83.75' 46.30' N 06153130' E N 40'28125" W 18'2031' 82.49'04" _ - ;$ , WE17 EASEMENT yi _ - -\ \\ t,��� 5 8L125 28". _ - 43 \ 0 + :�„. ., o V'' \\\ 2 UAL17Y 2.014 ACt \ \ -- p', \ C2 C3 484.89' 484.89' 90.52' 37.61' 45.39' 18.81' 90.39' 37.60' S 04'22'46" E N 11.56.58' W 10'41'45" 04126'39" • ca;,1': \ \ • D�I AINAGf •. ,p 169.111. m -3 \ \ .23' \ 87,120. SF \ \ EASE EA1.T\\ .74' 16P7!' }27 ` 2.000 ACt \ Z 61� \ �'i. C4 CS 225.00' 225 00' 37.581 100.84' 18.84' 51.28' 37.54' 100.00' N 18'57'25" W N 36'34'55" W 09'34115" 25'40'45" \\ _ - ' ` \ ( \ N 81'30'11, ° - - - \ w re z:z -x-D<s '•1 '\ LIMITS OF OPEN ,. _s CL ° 't N \\ _ - - - \ \ _ b �_ \ \ _ _ W GLENWOOD - LAND CO. LLC C6 C7 225.00' 225.00' 32.40' 21.01' 16.23' 70.51' 32.37' 21.01r S 53'32'47" E S 60'20'50" E 08'15'00" 05121104" _ •_ - SPA 1'E EASEMENT TYP. �- - _ - C/0 ROBERT MACGREGOR \\,‘\ m 525 E R s \� \ 677.34'- - - - _ _ _ ''.--\ \ rir, \ - - \ \ \\ \ _ - 30AsPE:, CO 8,51'..-leae CB C9 225.00' 225.00' 105.51' 44.30' 53.75' 22.22' 104.55' 44.23' S 76'27'26" E N 847810711 E 26'52'07" 1116148" - - --- - _ _. -�w \4 ,. 1jy,a\ \\7-11.C10 2 -� W - - \ .oe 87,164. SF \ �` 25'28" _ - - �•� � '� \ LIMITS • � • ' \ C71 484.89' 35.00' 272.61' 50.93' 140.01' 31.77' 269.04' 46.55' N 62'43'19" E N 88'18'06" E 32'12'47" 8322'22" `'\ \ 5 £1C' _. \ d,- 2.001 ACt \ \ i `\N 44 \ 'PACE E S MENT _ \ 1� 3 \ \ \ \ \� \ C12 C13 175.00' 225.00' 164.86' 24.52' 89.12' 12.27' 158.63' 24.50' N 23'01126' W N 00150132" E 53'58133" 06'14'35" \ }z. \ 87,228. SF \ a \ \ 2.002 ACt , gg' \• i6L6r .� ,...\ `\ \ . AR & \ W .\\ \. 559.- `K REBAR &CAP C14 C15 35.00' 60.00' 35.65' 294.00' 19.54' 49.68' 34.,3' 76.53' N 26'53'58" E S 84'17.50" E 58'21'26" 280.45'01" � - \ - \ \ \ ` \' - W \ \ N uro2 -E - - _ \ \ p \ LS \ o \ _7113..9_6_ - - - _ - '\ v- C 9 \ - - - _ - - \ BEARS `\ \ Sty, �\ C16 C23 35.00' 225.00' 25.90' 116.02' 13.57' 59.33' 25.31' 114.74' S 23.28'33" E S 10'48'30" E 4223'35" 29'32'41" -- \ \ - - - - \ C24 \ _ _ - _ - -1.. - - _ S 63'51'20" E 3.60" \ \� !\ \ C25 W' _ 38.83 \ \80-25'28"- 225.00' 35.00' 95.94' 12-15' 48.71' 6.13' 95.21' 12.06' 7'47'47" W N 3407°112437641:415576..• N 40 04'15' W 24'25'51" 19'52'55" ° �7\S �\ ______.-• .9\5‘ - - \\ C26 45 ` \ \ C \\ \ 29 \\ \ C27 87,235. SF 1 \ 35.00' 484.89' 38.78' 99.34' 21.65' 49.84' 36.83' 99.16' N 01'36'56' E N 2729'31" E 6329'27" 11'44'17" • .� / 312-g3 2.002 ACt i +, \ _ _ - C\ \ 87,514. SF \\ \ \m 2.009 ACt \ \ A7 C28 C29 225.00' 225.00' 21.28' 169.69' 10.65' 89.11' 21.27' ,65.70` • S 78'54`47' W N 07'24'08` W 05'25'09" 43'72'42" ALL S C ES bRDHI TED ` 747.16_ _ - - - - • REBAR & CAP TL e \ - _� - - - - 1 OPEN CES. 2 \ \ \ o \ o \ \ \ p ` C30 C31 225.00' 225.00' 8.78' 182.19' 4.39' 96.42' 8.78' 177.26' N 28'07'03" W N 52'26'28" W 02'14"08" 46 23'42" - - LS #'5447 NI AL _ - _ - f \V_ _ - BEARS `\ \7\'‘ \ \ I. _ - - - 20' UTILITY & E' 15.44' G` 8�•�i'2_ - - DRAINAGE I ` • \\‘` 578_68_ t 71'• \ ''5" E - - ►1► \ N \ \ \ _N__88_29_0- - C32 C33 484.89' 484.89' 9.22' 92.02 4.61' 46.15' 9.22' 91.88' N 76 17'01" w N 82'09.54" W Ot 105'23" 10'52144" N 8629113" fi _ _ _ - - \ - - - - - - - \ \ p \� \- 46 EASEMENT I IN \ -- - \ (TYP') tat \ \ C34 C35 35.00' 175.00' 50.93' 24.66' 31.17' 12.35' 46.55' 24.64' S 45'54'55" E S 00'11'33` E 8322'22" 08.04123" 7'3.87' r \ \, + I� "30113' 87,253. SF \ �\ \ \ \ 2.003 ACt I I 7.\'.� L \ \ 28 '- C36 C37 225.00' 225.00' 86.10' 70.95' 43.58' 35.77' 85.58' 70.65' N 07'07'08" W N 27106'55' W 21'55133" 18104101" vN it • \ \ \\ \ \ 4! \ \ --- - J „7 I \ 87,164. SF \ \ \ - - - 2.001 ACt m 722_64_ C38 C39 175.00' 175.00' 14.57' 47.49' 7.29' 23.89' 14.57' 47.34' S 33'45'47" E S 23136111' E 04'48116" 15'32'55" - - 77- S 850.22" W. ------------- _ ES �� \\ \\\ \ \` \\ \t C40 C41 125.00' 125.00' 38.10' 63.18' 19.20' 32.28' 37.96' 62.51' N 2704100" W N 50'16'44" W 1727'57" 28157'31" - _ I '177'0.- Iy\8412_3119.__E-_ \ \\ ` - I ,,.•I \\ \ \,\ �; 4Z - - 0.39' _ , \• N --_- \\\ \\ C42 C43 116.65' 35.00' 28.19' 21.93' 14.17' 11.34' 28.12' 21.57' N 71'13'03" W S 59'43'35" E 13150'52" 35'54'03" 75.\ 47 ,714, ' \ s\ ` 87,139. SF I - \ A \ N o \\ \ - - C44 C45 60.00' 60.00' 44.89' 54.64' 23.56' 29.38' 43.85' 52.77' N 63'12'41` W S 69'15'54" W 42'52'13" 52'10'37" w \ \ \ 2.000 ACt I 1�\ . \\ I^ 177 I \197.1 rZ7 \\ Yw \ o \� \ \\\ C46 C47 60.00' 60.00' 115.04' 71.57' 85.46' 40.73' 98.21' 67.40 S 11'45'08` E N 79'08'52` E 109'51'28" 682033" C \- t %�A 8\9\k6 12� \W 709.17' _ -- - - - - J Z A \ �t 2.000 ACt \ \\ \, "P,f "ALL STRU�liS PROHBI D \ C48 C49 35.00' 75.00' 57.86' 27.81' 38.01' 14.07' 51.49' 27.65' N 87.39'54" W N 29'41104' W 94'43102" 21'14'37" BC-2 o ~ \\ \ • � \ - - - 7 rn pf\W OPEN A fASEMEN \ • \ `\ � toa45' REBAR & CAP \ 642.11 C50 C51 225.00' 175.001 79.80' 88.57' 40.32' 45.26' 79.38' 87.63' S 25'59119" E N 21138157` W 20'19'11" 28.59156. C �•` 110t16J 014,\ \ 48 I 9. \EASEMENT � �\ _ ---- - - - - - - - \ \ LS #5447 END. \ \ \\ \ _ - - _ - - \ - \ J 83'x7'02_ E - _ -1167,65- C52 C53 175.00' 225.00' 33.58' 31.70' 16.84' 15.88' 33-53' 31.68' N 07'39'10' W S 00'11'33" E 10'59'38" 08 04'23" `� (.. . . .'. \' 87,477. SF r\ `�+:.•.'.'. 2.008 ACt 3, 17~ __L - _ -- - - - \\ \ --- -- -- S 88'26'43" C54 C55 35.00' 35.00' 14.82' 36.11' 7.53' 19.84' 14.71' N 07.54'18" E 24'16'05" I N •84797' • W' _\. E 337.95' 191 ' i 26 \ - - C56 48x.89' 224.77' 114.41' 34.53' 222.70' N 49'35'29" E S 65'52104' W 59'06'17" 26133108" . f31.9� - _ 1 \ - - - -724.24' 1 - - m 1 w \ \ \ ' \ 337.95' \ 116,655. SF yloa \ \\ $ \ z LI1/�ITS OE OPEN 2.678 ACI i \ `. C57 C58 484-89' 484.89' 200.38' 114.93' 101.64' 57.74' 198.96' 114.66' S 40.45'10' W S 22'07'25' W 23'40'39" 13134151" gOn� \\\\ - - - - - - - - I \ \ \'' \ ,a �' '•'-'+ •`•'� - - - - - _ - - \`1 SPAC EASEMENT ( ') i i i \ \ LIMITS OF OPEN \. \ - - - - i ,SPACE EASEMENT \ ' ' \ I j ` \ \ \ C59 C60 35.00' 170.00' 50.59' 29.06' 30.87' 14.56' 46.30' 29.02' N 56144'31" E S 76'57'08" E 82'49'04" 09'47'38" �',RAPHIC SCALD 49 - - 56ii i (TYPO I S \ 87,939. SF I 4: o�\ \ \ \ \ \ �`\•� \ i �\ \ C67 C62 434.89' 434.89' 691.01' 127.15' 442.85' 64.03' 620.58' 126.69' S 42 05'25" W N 84'00151' W 91172'22" 16.45105" R1, .'.'\ 2.018 ACI I 1 + P+ `� i --------- i �\ \ \ - \� I/',♦ . o ACCESS AND BUILDING 1 0 \ \ i \ \ \ \ 10o 0 60 100 200 1'00 \ \ - •1y.-'\ MAINTENANCE SETBACK 1 Il A `\\ \ i i \ 6,45-,j9.yd. (f \� 8tI\` C63 C64 175.00' 175.00' 29.68' 118.85' 14.88' 67.82' 29.65' 116.56' N 70'46147" W N 4627'51' W 09'43105" 38"54'45" .:1 i / \\ /\‘..N 1 •. \ \ \ \ N` 3 •'.L. LL EASEMENT (TYP.) 1 v \\ \ 51 i �\ \ \! \ \\ \1•.1.,...•-63"26 \'•. C65 175.00' 148.53' 79.07' 144.12' N 02'41'33' W 48'37150" \ \ \ / i G N 25 \ \r\\ I \ \ \a :\ .i \` . ', �f-7'758. I N v \ \\ 56' ,o \ i \ 10 \ \ '` 122, 434. SF \ \ \ C66 C67 434.89' 175.00' 434.20' 132.86' 237.14' 69.82' 416.39' 129.70' N 5013'32" E S 7925'18" E 571221" 43'30'00" ( IN F� T ) I 1 inch = 100 it _ \ \ i \ t1 1 a \ \ \ \\ � � � P 2.810 ACt � \ \, � 5/7)72.�'�'�-,, .. ., \ ; \ \ 'NI \ `\ \ C68 C69 175.00' 175.00' 30.55' 102.31' 15.31' 52.67 30.51' 100.86' S 52'40113" E S 30'55113" E 70'00`09" 33'29'51" \\ C$7� r•., _s.4 N /4736,\' S0 20' UTILITY & \ -- \ \ \ _ $ \ ze,.7 75 87,408. SF � \_-� G i ' \� \\ \\ C70 434.89' 81.54' 188.50' 40.89' 60.18' 81.42' 120.03' S 08'48'02" E N 16'37'32` E 10'44132" 0823140" , \ a q` DRAINAGE C• 3 II \ \ \ 27a 46_ 2.006 ACt EASEMENT i / / C32 \ \ 20' UTILITY & 16 E 1 F, \\\ \ \ ` ^t \\/ ` RC9 \DRAINAGE C721 C73 820.00' 820.00' 39.08' 44.29' 19.54' 88.46' 39.08' S 08.00'27" E N 03'33'01" W 06'11'02" 02'43'50" \ / \ \ �6 (7'777•) / _ EASEMENT 65'ab VA �\\ ' "ALL STRUCTURES PROHIBITED \ @OS• i C56 3` /\ (TYP.) N i _ \\ IN OPEN SPACE EASEMENT"'\ \ _•, \ i 18 t\ / i --•�ro_�\ \\ �\ �`•�'•.., C75 C76 881.92' 881.92' 28.60' 1, 6. Bt' 14.30' 58.49' 28.60' 116.73' N 17'52'36' W N 13'09'11" W 01151'28" 07'35'20" \ CL OF 20.00' / y ?� \ Oh \\ 4/ SEWER .EASEMENT,.., { � � � \ � „ / ......7 �/ _ 1 \ i i �+ i•\ - p: ' C62 \ -)6\- 3 )6 \ \ „ 24 �1 ' � � \• \ \`\ \ \ \ !..1 C77 C78 881.92' 881.92' 87.81' 92.50' 43.94' 46.29' 87.78' 92.46' N 06.30122" W N 00138'56' W 05'42'18" 06'00'34" d > Mi �j"\ r ,./ i - g4,6' ` ' '' . 'eV C% \ D •• 51 . u \ \i 116,230. SF 1"' I \, _. \ \ i - - - ,. 664• 8 _ 2.778 act 1 � 7'14 ,• C79 C80 881.92' 881.92' 88.51' 85.94' 44.29' 43.00' 88.47' 85.91' N 05'13'51" E N 10'53151" E 05'45'00" 05'35100" o' ` . / / - - .:e' !V) / - ; rv' 4.-Y, p' \ OyB, 87,277. SF / , �•'�• ^' 7>' ACt / / D•� _ �, 7 CB4 \ �° \ \ r 1 . J \ Rp / \ \ E - \ \ o y ih U C81 C82 881.92' 881.92' 104.63' 82.77' 52.38' 41.41' 104.57' 82.74' N 17105'17" E N 2370'31" E 06147'50" 0522138" ai d *),,,ThO�'� ,, L To. 2.003 i u''. 47" \ \ N / / $./ p� i � -• ,• / / \ \ 25. 25 \ N 77 08_ -" - - I \ \ a < $ o G �\ � $q \ / / \ / 57 / .«.�•\ / / \ •� - -- _ - -'1 � �I \ \ \\\\ \ '..\ ryc.mz i\ C84 C84 125.00' 75.00' 87.26' 102.02' 45.49' 60.67' 85.50' 94.33' N 6.39101" E N 66'39'07" E 39'59'55" 77'56116" `�� - / - 0 c ` / ri / \ D N\ - - - 1 �� \ na o *11(P. \ 47• / / 1 i.4i / _ _ 1 S \ \ \ \ \ rc \ C85 C86 125.001 725.00' 89.64' 84.64' 46.85' 44.02' 87.74' 83.03' S 33'50'03" E N 32141116' W 41105'24" 38147149" ^I ^' ^ - - \ \ QOv �O _\_ \. ` t.1 G ./ / C63/ ' 53 O ,':1• :p/ /\ \ ' el7 = x { \ \ /� C87 C88 725.00' 125.00' 80.241 33.54' 41.56' 16.87' 78.87' 33.44' N 70'28'35' W S 83126148' W 36'46149" 15'22'27" C89 C90 2280.00' 2280.00' 192.78' 178.41' 96.45' 89.25' 192.72' 178.36' N 03.08'42" E N 07'48132" E 04150140" 0429100" HIGH COUNTRY E_" I\ E E R I N G, INC. C91 093 2280.00' 233.00' 71.89' 39.31' 35.95' 19.71' 71.88' 33.27' N 10157174" E S ,6 5, 08" E 01'48'23" 09'4,'38" CONSULTING ENGINEER kND SURVEYORS C94 C95 1255.28' 1255.28' 155.25' 30.05' 77.73' 15.03' 155.16' 30.05' S 012129' W S 05135114" W 07'05111" 01122118" 923 COOPERVENUE C96 C97 820.00' 820.00' 68.09' 75.43' 44.09' 37.74' 88.05' 75.40' N 0921'02" E N 23.27129" E 06.09119" 0516113" GLENWOOD SPRINGS, CLORADO 81601 NOTICE' ACCORDING TO NLORADO LAW YOU MUST IXBMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS (970) 945B676 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED 1PON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHORN HEREON. cloo 175.00' 19.07' 9.54' 17.06' N 0070'3211 E 9/23/97 96098.01 0614137" PPL AT. DWG EXISTING GROUND DEFCRIPTILN DRAINAGE FLOW DIRECTION CULVERTRED END W/ COSECTIRRUGATEDONS METAL MITE C1 48 LF OF 30" CMP ® 1% 02 52 LF OF 18" ADS N12 0 27 03 33 LF OF 42' CMP 0 1% (0910 .17177,-. ! r l 11 T .7 '1.777^7.7.7777.• 1777.1i p. m lit," T m n1 11"TP777 lTl ql l 6.0' GRASS TERRACE 6" SIDEWALK BOTH SIDES 2.0' 12.0' SLOPE O 2% 12.1' 4" ASPHLLT SLOP! O 2% r. 60 GRAPHIC SCALE x 60 120 NOTE: ( IN FEET ) 1 inch = 80 ft SEE DETAILS ON SHEETS 6, 7 AND 10. STANDARD CURB & GUTTER BOTH SIDES STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF B" DEPTH TO 95% STANDARD PROCTOR. 6080 6070 6060 6050 DA7'Ull ELEV 6040 00 100.00' VC PVI STA = 1+75 PVI ELEV = 6074.05 A.D. = -4.00 K = 25.00 U 0 0 w 6" OF CLASS 6 AGGREGATE Bre COURSE COMPACTED TO 95% STANDARDsROCTOR. TYPICAL ROADWAY S.CTION N.T.S. 150.00' VC W POINT ELEV = 6053.70 W POINT STa = 5+40.60 PVI STA = 5+44.16 PVI ELEV = 6053.16 = 4.31 ` I K PVI STA = 4+00 PVI ELEV = 6056.05 K = 25.00 100.00 PROPOSED FINISH G APPROXIMATE EXISTING GRAX SCALE: 1" = 6C' HORIZONTAL, 1" = 10. VERTICAL 1+00 2+00 APPROXIMATE EXISTING ELEVATIONS EVERY 50 FT. TYPICAL 3+00 coo h§ PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL 4+00 5+00 6+00 "A" FOUR MILE BLVD. PROFILE STATIONING IS CENTERLINE STATIONIN.3 6080 6070 060 6050 240 i0 J FGFND FOR RADII A = 1/8" B = 1-1/2" C = 1-1/2" - 2" B.SE COURSE CONTINUED FBM STREET STANDARD CURB & GUTTER N- 311 311 -200a AGO 609 DAWN ALEV 8085 CO 6" (PYP.) 4' OR 5' AS SHOWN 4000 PSI CONCRETE 2% CROSS SLOPE (TYP) TOWARDS ROAD. a a 6" STRIP ALL TOPSOIL SCARIFY AND RECOMP ACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR CONCRETE SIDEWALK DETAIL N. T.S. n ^ n r7 150.00' VC HIGH POINT ELEV = 6108.73 HIGH POINT STA = 4+40.14 PVI STA = 4+01.72 PN ELEV = 6109.29 n rn A.D. = -4.10 `O p K = 36.59 a �o jto N o ;o U 4 4.17% -.-'510C r ' ---- -1.00X - -4.17X APPROXIMATE EXISTING GRADE SCA_E: 1" at 60' HORIZONTAL 1" = 10' VERTICAL � d'.h -o ,r0 o'� h� 0 oa ��p rn ^': 0 O� 'O^ �^',� 0 00 _� � n'1 aoao 00 �0 b� 'n On mab 00 f0 ftp •'n dao 00 �i0 lap ':r 0 �i0 �r:7 ri 0^ op O �O �t0 dip ...OXIMATE EXISTING ELEVATIONS J ERY 50 FT. TYPICAL PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL 5+00 6+00 "C" SUNRISE COURT PROFILE STATIONING IS CENTERLINE STATIONING 6110 6100 090 >- m Z O to 5 W W F— Q O Z Y U Q O O §! 0 I O K a a w J t1 r PROJECT N0. .01 SHEET 6 OF 21 (TY 35.0P.)' R LANDSCAPE S=0.015 ft/ft 1/2" x 3" x 4" L EXTENDS ACROSS SCUPPER OPENING SECTION A—A C21 35.0' R (TYP. ) w a 0 0 z NOTES 1. TRANSITION TO SPILLWAY/CHANNEL AS PER APPROVED PLANS. 2. A CENTER WALL SHALL BE INSTALLED IN SCUPPERS WIDER THAN 4' OR IF MORE THAN 1 SCUPPER IS BUILT IN SERIES. 3. EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPE PREFORMED EXPANSION JOINT FILLER, A.S.T.M. D-1751. CURB OPENING TO DRAINAGE WAY rn Y U 2.5" ASPHALT 2% SLOPE 2% SLOPE 1 0.00' VC NOTE: STRIP TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% PROCTOR DENSITY. 6100 Pin STA =2+5 PVI ELEV = 6060.16 A.D. = 5.00 �K=40.00'. 1200.00' VC 4" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR BIKE PATH SECTION THIS SECTION TO BE USED FOR PUBLICLY DEDICATED BIKE PATH, SEE PLAT FOR LOCATION. 100.00' VC NI H GRADE PVI rA = 9+75 PVI ElV = 6111.36 A.0 = -6.84 K= 23.41 HIGH POINT ELEV = 6113.31 HIGH POINT STA = 1 +59.96 PVI STA = 11+25 PVII ELEV = 611 68 = -3.3 IK=30. APPROXIMATE EXISTING OaRADE GRAPHIC SCALE 30 60 120 SCALE: " = 60' HOF;IZONTAL = 10' VERtICAL DATUM ELEV 6045.00 �O �fV X10 0 0 SEE DETAILS ON SHEETS 6, 7 AND 10. 1+00 2+00 3+00 4+00 APPROXIMATE EXISTING ELEVATIONS EVERY 50 FT. TYPICAL 5+00 PROPOSED ELEVATIONS PROJECT N0. BRED CLIFF CIRCLE PROFILE STATIONING IS CENTERLINE STATIONING SHEET 7 OF 21 4. 56 87,120. SF 2.000 AC±, 57 87,120. SF 2.000 AC± GRAPHIC SCALE 20 96,422. SF 2.213 ACt ( IN FEET ) 1 inch = 60 (L. SEE DETAILS ON SHEETS 6, 7 AND 10. 19 95,416. SF 2.190, ACt 4 91,826. SF 2.108 ACt 5 89,429. SF 2.053 ACt 18 95,986. : 2.203 AC 6120 - mzv 105.00' VC P P STA - 19+ 8.74 ELEV = 609.28 .; RVI STA = 21+36.90 6/10 ...-- -2.16 - - -�' v:8. ° rn =-g,-r K = 46.88 N �'ELEV--X6078.53 A.D. _ -x.31 "--- N on 150.00' C J n __-- -_____--t__.. 6700 �S.-/54 w N o o CDn >- o • VI STA = 24+37.98 'VI ELEV = 4059.54 A.D. = 502 K - 40.8 --eft----- - -- -- -" -v ---`-- -- - 2i0.Otf AC - _.. _ .. V.7._ -t--__- rn f - _�: _ + N n �o CSI M m 11 100.00' VC `•J PVI STA = 7+43.30 PVI ELEV = 6101.40 A.D. _ +2.99 --K-•.--34:49--- - m \ 6 ro P •OPOSEO FINISH GRADE co a + f _----- ---* ----- --- --- --- APPROX 4 .: MATE EXISTING GRADE \ U > W 3 u' T - t------- r -1.78z _ -_-._-_-_- SCALE: 1" 4 __-- 60' HORIZ0 TAL -- -- i--- r l D uj0 O i0c o g bap h0 O 0 b� <v N. rOn 0 O �� a n X00 O 0 rO ... i0 (if1 'ON O 0 G- b� ,... w �o ,rcv .,n pn pro N. F„ _n pc� qua •. Ni n O O h 00 'nV O� N �p ftp hu -j rnri po qj _ rn a rn 0 0 0 0 o po OO FA F2 �o ,00 b� �� �� �� �U ‘it iit0 t0 `! .c nn 1R�M 10.xnn 7/7+�O *7! pa �a �< n� N. n t0 a0 !iit; �� m� �� O01 qj w o� o 10 �o �o po r0�0 t0 i0 r0 �t0 21+00 20 2.3+�� Na co ,.�� �V p< no n ifg �� X100 o. nn pt Oa oo�N `$ b� __ ^� h �ci �..- ao rp b� �� b" __ f�Qp �� �O s0 Oct �� o� 'nN h �O �� 10 2 ,}n d,. :o d" h; pf f0 :21:i) (0 1 APPROXIMATE EXISTING ELEVATIONS PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL EVERY 50 FT. TYPICAL "B" REQ CLIFF CIRCL PROFILE STATIONING IS CENTERLINE STATIONING PROJECT N0. 96098.01 SHEET 8 OF 21 C AF461S DRIVE 35.0' R •�•4 INSTALL _ _ NO PARiONG FIRE LANE SIGN ' (TYP. Att Ct1L-DE-SACC' i BO 30 r GRAPHIC SCALE 60 120 240 u 340.00' VC HIGH POINT ELEV = 6145.61 HIGH POINT STA = 9+10.32 PVI STA = 8+40 PVI ELEV - 61-49.64--. A.D. = -11.32 K = 30.04 -o- :7 z 175.00' VC 245.00' VC LOW POINT ELEV = 6140.65 LOW POINT STA = 1+76.97 PVI ELEV 6139.98 A.D. = 4.3# K 40.571 ( IN FEET ) 1 inch = 60 ft. HIGH POINT ELEV 6142.50 HIGH POINT STA = 13+97.97 i PVr59`V ?4+90 IPVI ELEV = 6143.58 A.D. _ -8.04 K = 30.47 6160 NOTE: SEE DETAILS ON SHEETS 6, 7 AND 10. 6156 U m 6150 6140 -4- PROPOSED FINISH GRA PVI STA - 2 PYI ELEV = 61 A.D. = 4. K = 40.Od 160.00' V 6130 30 %I 6140 80 61,30 r 0 6120 6120 W APPROXIMATE EXISTING GRADE 16110 6roo 6100 SCALE: 1• = 60 HGRtITAL 1" = 10' VER TI AL TUM ELEV 6090.00 0 rn m O b n t00 O 10 m N b 33 O 10 n b tD b g O t0 co 0i0 t9 7 a 10 � b t0 h b 00. O g 0c b � 1+00 2+00 3+00 4+00 APPROXIMATE EXISTING ELEVATIONS EVERY 50 FT. TYPICAL 5+00 PROPOSED ELEVATONS EVERY 50 FT. TYPICAL 6+00 7+00 8+00 s 9+00 110 11+00 72+00 13+00 14+00 15+00 16+00 "D" MAROON DRIVE PROFILE STATIONING IS CENTERLINE STATIONING PROJECT N0. 96098.01 SHEET 9 OF 21 r 6080 Q 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR REMOVE TOPSOIL, SCARIFY AND RECOMPACT 4" TO 99% STANDARD PROCTOR "E" EMERGENCY ACCESS CROSS SECTION N.T.S. 6070 r - 6060 6050 - 6030 ••-: 100.00' VC 01 STA = 1+45 PVI ELEV = 6032.42 A.D. = 7.95 K = 12.58 ,n N 0 U w 6020 DATUM ELEV 6015.00 60 GRAPHIC SCALE 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. NOTE: SEE DETAILS ON SHEETS 6, 7 AND 10. 6130 6120 6110 6100 6090 N 10' 5' 4000 PSI CONCRETE STRIP ALL TOPSOIL SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. T 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR CROSS PAN DETAIL NTS. T 6• 7- P"ELIMINA'Y TRI3 T" m Yi w PROPOSED FIN i H GRADE i T APPROXIMATE EXISTINIG GRADE SCALE: 1" = 60' HORIZONTAL 1" = 10' VERTICAL 01' Li t,b 28 00 b 10 � b 7 O� b� 1+00 2+00 3+00 4+00 APPROXIMATE EXISTING ELEVATIONS EVERY 50 FT. TYPICAL 5+00 PROPOSED ELEVATIONS EVERY 50 FT TYPIC EMERGENCY ACCESS STATIONING IS CENTERLINE STATIONING 6+00 7+00 8+00 9+00 h O 10+00 N 11+00 613C 6720 6170 6100 6090 6080 6070 6050 6040 6030 6020 r m O Z O D Y U H Q O F-- r J Z � Q a >- O OQ Q p U � as W U p } EQ FE W�z I Un 8 = zu� o o �z C7z Q� WJ as �C _J a J W O tt PROJECT N0. 96098.01 SHEET 10 OF 21 NOOybW / \9-9,-G PROP 10" WATER MAIN LEGEND ALL UTILITY and ROADWAY INFRASTRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF GLENWOOD SPRINGS SPECIFICATIONS. MH EL INV STA ETC G IRR 8"W PROPOSED GATE VAS PROPOSED FIRE HIRANT PROPOSED 3/4" WiEP. SERVICE LINE PROPOSED 4" SAN ARY SEWESERVICE LINE PROPOSED SANITAF SEWER M NHOLE PROPOSED SANITAKSEWER M IN MANHOLE ELEVATION INVERT STATION ELECTRIC, TELEPHE, CABLE TELEVISION GAS (NATURAL) PROPOSED IRRIGA10 MAIN WATER MAIN GRAPHIC SCALE 00 60 120 PROJECT N0. 96098.01 PROPOSED ASPHALT SHEET 11 OF 21 25 1 1 1 1 1 1 I 24 23 \ \ J I I I I I I I 22 21' I L— - _- 20 I / / \ / / 6 / / i i / ' I 1 0 _.� 1� 1 0 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = BO fl. 240 _'ITILITY and ROADWAY INFRASTRUCTURE SHALL BE CONSTRUCTED IACORDANCE WITH CITY OF GLENWOOD SPRINGS SPECIFICATIONS. PROJECT N0. 96.01 SHEET 12 OF 21 PROP S" WATER PROP POTABLE WATER WELL GRAPHIC SCALE LEGEND N AL RDAV HATH CITY un E%oni SPRINGS SPECIFlCATIONS.D MH EL INV STA ETC PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED 3/4" WATER SERVICE LINE PROPOSED 4" SANITARY SEWER SERVICE LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MAIN MANHOLE ELEVATION INVERT STATION ELECTRIC, TELEPHONE, CABLE TELEVISION GAS (NATURAL) PROPOSED IRRIGATION MAIN WATER MAIN PROPOSED ASPHALT PROJECT N0. 96098.01 SHEET 13 OF 21 i G;4 11 MH—A6 STA 16+86 Jill 1 . MH—A2 STA 4 -I--3S MH—A4 STA 1 1 +61 t=om CD U TU�L1 E'-' FLS 8020- CJO SS LEGEND J MANHOLE c 1 PROPOSER GATE VALVE PROPOSER FIRE HY BRANT w PROPOSER 3/4- WATER SERVICE LINE 55 PROPOSER 4" SANITARY SEWER SERVICE LINE PROPOSER SANITARY SEWER MANHOLE SS PROPdSEB SANITARY SEWER MA 1 N MH EL ELEVATION 1 NV INVERT STA STAT 1 ON ETC ELECTRIC. TELEPi--IONS . CABLE TELEVISION GAS ( NATURAL ) 1 RR PROPOSEID IRRIGATION MAV N ®"W WATER MA I N PROPOSER ASPHALT i m 0 0 0,1 C_a GRAPHIC SCALE 110 C IAT FEET ) 1 1.7/01? = BO St 6 t 00 7-.-00 64-00 9A-00 SANITARY SE\/VER RUN ST A TI 01,IN0 15 ALONG SANITARY SE WEI, A1N 1 0+0 11 X00 PRUI=ISE 1 .2 00 1 3+00 4+00 1 S+ 00 16+00 ALL UTILITY o r -s F2 O A WAY INFRASTRUCTURE SHALL BE CO NJ UC TEED IN ACC ORC)A NI CSE WI Y5 -I CITY OF GLEN WOOS SPRINGS SPECIFICATIONS_ 1 7+00 16 ELIMINA Y PROJECT IVO. ©gs_O t i I SI -I EET O>= 1 .ra s i ' 71 m Ii.__ _ 1 444 s r •-•-;T ___-_- +� o v , A n i <v " r d;+1 RIM IE6=60+7,55 INY»IN■ 6029,81 A INV,!0111a 6029.61 r�o z z ,�.,¢�— I iso rim-�� _- __— 2. O G O PR0XIM ATE 131-41G GR N ¢ z a B- SDR 35 400 LE - — — /3-15.300i. 8- SDR 35 25 LF 0.6008 45- SDR 35 400 LE J1321, O 0- BC/ 0 0_60fL'S 8- SDR 400 LE --- -- —_O_ 335 LF O i_L.:2BIC SDR 35 SCALE= I 1 60' FF ORO 7 10' VER II 0(n1-.4.4._ AL pIGE 0 413 te 0 43 r 0 o ,m6 v 44, i o n 0 rn pi cc; a I � c 0 �ca s1. an o oo co 0 6 t 00 7-.-00 64-00 9A-00 SANITARY SE\/VER RUN ST A TI 01,IN0 15 ALONG SANITARY SE WEI, A1N 1 0+0 11 X00 PRUI=ISE 1 .2 00 1 3+00 4+00 1 S+ 00 16+00 ALL UTILITY o r -s F2 O A WAY INFRASTRUCTURE SHALL BE CO NJ UC TEED IN ACC ORC)A NI CSE WI Y5 -I CITY OF GLEN WOOS SPRINGS SPECIFICATIONS_ 1 7+00 16 ELIMINA Y PROJECT IVO. ©gs_O t i I SI -I EET O>= 1 MI -1 Al 6 STA 36 ES CLIFF, CIF ETC E TG CALE ( >x r ) 1. flacks 00 rt. GRAPHIC SCALE ( us 1,EE'r ) 1 lacks — SG Fes- l CD C_, 1..12511.46 CI EINI Si -I GRACE PPRO X1,11... EXISTING GR AOE O 1-000 C 8' SOR 3'rS 0 0_600,[ 32 +00 33+00 20+00 21+00 yy 22+00 --._ 24+00 25+00 26+00 27+00 28+00 29+00 30+ 00 31 -4- SANITARY SL=WL=R RUN "A" 11=z°1=14C:7:> 1 - S TATnONING IS 1.1_011,0G SANITARY SEWER MAIN 34+00 3S+00 ILIEGEn4o-1 DQ PROPOSED GATE VALVE PROPOSED EIRE HYDRANT w PROPOSED 3/4" WATER SERVICE LINE ss PROPOSED 4- SANITARY SEWER SERV 1 CE L 1 NE 11, ElRO POS EO SANITARY SEWER MANHOLE SS SS PROPOSED SANITARY SEWER MAIN MH MANHOLE EL ELEVATION INV INVERT STA STATION ETC ELECTRIC. TE [EPI -TONE , CABLE TELEVISION G GAS (NATORAL ) IRR PROPOSED IRRIGATION MAI N 8"W WATER MA I N ALL LI Ti Lk TY orld R 0 C3 WAY INFRASTRUCTURE EF --AA LL 8E CON STRU CTE C] IN ACCCDR C AIV CE WITH CITY ©E GLE IV WOOD SPRINGS S PE C I EI GA TI O N S_ PROPOSED ASPHALT SHEET 1 S OF 21 11 11 11 MN B •.5 70 CC 1 4 *- 9 Er - 1.4F1 05 _ STA 1 3-i-55,1 .5s -1 -41 -Ca F - 6120 610 APARO XlAq ATC Ex1S fl C AOE SOFC 35 SOF2 35 23- • F__ 2_4C R g 501$ 35 6080 - -- -- -4 5.4 F co! oa?o SEo nfl SI -1 GRACIE s+aa C. Ei+CIO 1 3+00 040 SANITARY SI=WER RUN B" PRt7 S -1-P, -1-1 OP41N G IS ALONG SANITARY SEWER MAIN' SCALE: 1� = 50" I-1ORIQONTAL 1 = 1 O" VER w S5 LEGE N 0 ( iN FEET 1 3a-ic h = SO It. S S • S S 1.151 E L I Ns./ S -1- ETC ETC I RR 23—W 60 20 f .----,1 i �' 0 PROP OSE ID GATE Al_VV PROPOSED VIRE F4YL7 RANT PROPOSE 0 3/4 — WA T E R SERV I C E L I NE PROPOSE O 4— SAN I TARP s EWE R SERV I CE L I NE PROPOSED SAN 1 TARP SEWER 111 I -IDLE PROPOS E O SAN i TARP SEWER MA I N MANH0L E E L E VA T i ON I NVE R T STAT 1 ON' El_ ECTR I C, TELEPI--10NE s CABLE TELE ' I S I ON GAS ( NATURAL ) P ROPOS EID I R R I GAT 1' ON WATER I4 S I N PROPOSEI F F-1ALT ALL LJ -Ft LITY cl rl j ROADWAY I N FRAS TR U C T1_1 R E SHA LL EEl CONSTRUCTED 1N ACCORDANCE WI TI -1 CITY OF- GLEN WOOD SP RIN G5 SI ECI FICATtON S_ CP 'iELIMINA Y) Cd\ O O z p W w CID O Z 4 PR 0 .JE C'T [J C)_ 96098.07 51-IEE1- 1 S 1 • MH �i4 $i /TO GRAPHIC SCALE 20 � t k _ "i I % ) \ 240 ( m FEET 4 int — 00 ft 7=-1...may-• I', 0) CO CO ski Eft 433 114 O 0_78aX $OR 35 e 001210 rlwwn rc- cilc rin li^ 1^capQ- O 0.00C]i son 3. 9 + 0 0 1+00 1 1 t 00 1 2+00 3+00 14-1-00 61 O O 60,60 6060 Ci Emmi GRAPHIC SCALE 120 ( nv FEET ) 1 iaca — 60 fL W ss Dd S S SS MH EL 1 NV S T A ETC I RR -W LEGEN D PROPOS E O CATE VALVE PROPOSE O FIRE HYORAN T PROPOSE O 3/%4'. WA T E R SERVICE LINE PROPOSE() 4' SANITARY SEWER SERVICE LINE PROPOSED. SANITARY S EWER MANHOLE PROPOSEOI SANITARY SEWER MAIN MANI-OL E E L E VAT I ON INVERT STATION EL EO -7 -Ft I C TEL EPS -101\1E CARL E TELEVISION GAS (NATURAL) 1214OPOS E O 112141 GAT I ON MA I N WAT E R MA I N P ROPOS E O A SP HA L T ALL UTILITY ©C) ROA 0 WAY I N t= RAS TR I_1 C TU R E SHALL BE C O NS TR UC TEC) I N ACCOR C7 A N CE WI T -1-I Cl TY OF GLEN W000 SPRINGS SPECIFICATIONS. (P ELltv1NA.�z?� c1 7 FLC.! Y ELI gE PROJECT NO_ sime.00aks_o, .41._k_ LJ -I -I El -T-T- PO AG WA ,..114 as TR TA, E ALL ec cor'.s I -RUC -T-EE 1.1,4 accOFoACCORDANCE WI TT-. CI TY EG__E.411 W000 SP RE P. GS SPEC 1,1 -I, ca s PROPOSE0 GATE VALVE F.Ftc:mp--c)sc. t=peol,..cpso MAMHOLE ELEVATION INIVERT STATION ELECTRIC. TELEPHONE. CAS <NATURAL) PROP.:D.5EO IRRICATIOM w. -r MAIN VIRE HYDRANT 5/4- WATER SERVICE LIME SAMITARY SEWER SERVICE SAMITARY SEWER MAMHOLE SANITARY SEWER MAIM PROJECT NO. £1143CIPS1191.01 EE 7- (CYP 2 / P 0E05E0 E. NI - GIR AO:. E ..., - , C.4.-... .=. - " op PPR 0.,GA.IA IrE P.,/ S 77 NIG GP, 0..p il '2- — — — . — ______--,-------- 0 .-2- . 0- VERT -10 CA, c0 crr, r-0 V.. Ci, 52.. 2‘, --,s- i,•7=." 55, 1 .41._k_ LJ -I -I El -T-T- PO AG WA ,..114 as TR TA, E ALL ec cor'.s I -RUC -T-EE 1.1,4 accOFoACCORDANCE WI TT-. CI TY EG__E.411 W000 SP RE P. GS SPEC 1,1 -I, ca s PROPOSE0 GATE VALVE F.Ftc:mp--c)sc. t=peol,..cpso MAMHOLE ELEVATION INIVERT STATION ELECTRIC. TELEPHONE. CAS <NATURAL) PROP.:D.5EO IRRICATIOM w. -r MAIN VIRE HYDRANT 5/4- WATER SERVICE LIME SAMITARY SEWER SERVICE SAMITARY SEWER MAMHOLE SANITARY SEWER MAIM PROJECT NO. £1143CIPS1191.01 EE 7- (CYP 2 / METAL DRIP EDGE I OR ON T L -I- E sT EX�,=T II 4 X S_ GRILLE LEFT SILDE ELEVATION SCAL. E: 1 /2 = PLYWOOD SID INC" CEDAR BOARD METAL LI 1F' EO GE. X 4 CEDAR TRIM 12" O` 0 11 ■ 6 VP/OGLE/121N ATI 54,1 FLA SH t O IZoON TA JOIN T'S 30C S INSULATED 0008 N 3055 INSULATEO ID OOP FRONT ELEVATION SCALE: 1/2'. = 1'-0" TANK 25- X '74" WM 3S P WELL MATE PRESSURE TANS 26"" X 74" WM 35 WP WELL MATE PRESSURE PRESSURE GAGE O — 1 SO UMP HOUSE HEATER SEE SPECIFICATIONS MEI 1 1 S O.C. PROVIDE ADD_ STU 0.6 AS RE 0IR EO S" _________ , _ ►'1i1-11 SEE SPECIF I CA TONS J 1 1 /4 GOPF R \` E 4E> gar 2" PVG SHC SO IDI PING DI TAIL SCALE= 3/4" � 1'—O" STUDS ® 1 6". C_ PROVIDE ADD_ 5TU DS 'A5 REO U IREO FLOOR DR AI NI WITH TRAP 1012 LI TO DAYGHT Y DIRECTION \.PUMP HOUSE HEATER SEE SPECIFI C A T ONS - X 4" CEDAR TRIM SCREEN VENT FULL LENGTH OF 6U1LDING NCITES: WALLS: 5 /8" CEEB A R 6 O A RO "P L. YW000 S1 SIN G" TY�/EI< WR /-C R 2" X6" 2TLJ OS i 1 6" O _C_, R-1 9 6" I N`_3 U LA TE ON. 1 /2 WATER ROCK. TAPED] AN[7 PAINTED OE=El WI—II TE 6LOCK hK1s. P.' FOR SIDING ROOF= #23S ASF'F-1 ALi--11N GLE5 OR 0 ARK BF20WN PRO PANEL S/8" COX PL_YWO00 SHEATHING 2" X'8" U GUS E=1 R RAF=TERS ® 24" O _C ., R--19 6" E I EECGLA SS BATT INSLA T10fJ, 1 /2" WATT1 N ROCK CEE LING F= Ou€v0/_T!D 1 /2X C'. ANCHOR BOLTS h 4' O _ G_ R E B' ' A RS AI NO TEl A1_L F=00TE_E?i TO FRES T ON L3NE7I S -VLF R BEA SOIL ALL CON C- ( f3E 3000 R 5 WI TI-EIN 26 GAYS o - 2 — 90- ELI SCH EL ULE SO VC c T) "1-" CLASS 2"" TEE SCHEDUP LE SO VC C 1 1 /A." X 2' REDUCING 9US. NG SCHEDULE SO P VC OR EGILL- C=) C0NJTACT 2� SINGLE ENTRY BALL VA CE 6f2 SS O DES. 1 1/ " TEE SCHEDULE 60 PVC OR SOLE_ © a a l 1 /43 — 60- ELL SCHEDULE SO PVC OR SOLE_ /en 7Y I COUNTRY1EEN IC, 923 COOPER AIS INWOOD SPRNI, CO 61601 I I � PH.(970) 945-8676 F1L(97O) 945-2555 FOUR MILE RANCH DEVELOPMENT COMPANY GARFIELD COUNTY, COLORADO PRELIMINARY CHLORINATION and PUMP CONTROL BUILDING SOU ARE 0 PRESSURE SWITCH C.,...1 1 ./..13x1- REO LS'CER SU SI -IG SCH EOULE SO PVC 3/4 BALL VALVE BRASS O 2CAP SCHEDULE SO PVC © 1"" TOTALIZING PLOW NI E T. 3/4 HOSE B16 AO AP TOR 2� — TAPPING SA00E 611201,611201,ZE — D_LP. CAP OR PPLO Ni.).. FITTING. ROTH ENDS 1 1 74-"NION PVC UNION BRASS CONCRETE SLAB W/ 5X5/1 0— 10 W.WIN. 1 /2- EXPANSION JOINT 2"" x 6"" TREATED PLATE W/ l /2.- ANCHOR BOLTS 4'—O" 2 IFS RE—ENFORCING 6AR5 CON TN 0005 -#4 RE—ENFORCING 6ARS CONTNUOUS �N+�Mi �11I� iii CHLORINE CONTACT CHAMBER SCALE: 1 /2' — 1 --0•" l2 1 /2 WALLBOARD Cl — p<4 SAPS. CONT N UOU S CONGITUDINAL PUMP MOUSE HEATER SEE SPECIFI CA Ti ONS 26 X 74 PRESSURE TAN TO CHLORINE CONTACT CH AMEIER AND TO 101 51-82161...1-1-101, SYSTEM SO L.F. OF 24- CLASS SO D.I. P_ Cl -I LOR E CONTACT CH ALA BER 2" PVC SCI --1 CO I OS" 1 00" III1 'IIIc Cllr i ;l- O +0S- ON A A SCALE: 3j4' = 1'—O" TO WELL 3 CAPPED ENO OR FUTURE WELL PELJMINA Y m - 60 L_ E- _ OE 2 "1-" CLASS 50 IDA_ P. CP -- CH LOF?I1NE C0NJTACT CI—I AEv1 SER �N+�Mi �11I� iii CHLORINE CONTACT CHAMBER SCALE: 1 /2' — 1 --0•" l2 1 /2 WALLBOARD Cl — p<4 SAPS. CONT N UOU S CONGITUDINAL PUMP MOUSE HEATER SEE SPECIFI CA Ti ONS 26 X 74 PRESSURE TAN TO CHLORINE CONTACT CH AMEIER AND TO 101 51-82161...1-1-101, SYSTEM SO L.F. OF 24- CLASS SO D.I. P_ Cl -I LOR E CONTACT CH ALA BER 2" PVC SCI --1 CO I OS" 1 00" III1 'IIIc Cllr i ;l- O +0S- ON A A SCALE: 3j4' = 1'—O" TO WELL 3 CAPPED ENO OR FUTURE WELL PELJMINA Y m - 0 a CP -- - DES. a a CS /en 7Y I COUNTRY1EEN IC, 923 COOPER AIS INWOOD SPRNI, CO 61601 I I � PH.(970) 945-8676 F1L(97O) 945-2555 FOUR MILE RANCH DEVELOPMENT COMPANY GARFIELD COUNTY, COLORADO PRELIMINARY CHLORINATION and PUMP CONTROL BUILDING PROJECT NO. 96098.01 I. fg: Illimmommom 0RO'10E BOND BREAKER AT ALL Fl TTNGS. — NOTE, WHERE REOU CER IS SED. ROC. BACK E tEl i AREA SENC>S Sc ELBOWS TEE GATE VALVE N OTES= 1. USE CONCRETE THRUST BLOCKS 6 ANCHOR SHOCK FOR PLASTIC PIPE. (NO TIE ROOS). 2_ FOR CAST IRON PIPE USE EITHER TIE ROOS OR CONCRETE BLOCKS_ 3_ ANCHOR BLOCK WEIGHTS ANO TIE ROO SIZE 6 LENGTH BASFO ON 200 PSI PRESSURE 6 4--1 /2 FT. OF COVER. WHERE WORKING PRESS)JRE EXCEEDS ABOVE. ANCHORS TO BE SPECIAL CONSTRUCTION.. MEGA—LUG MAY SE USEp PER MANUFACTURERS REOIIIR EM EN TS IN PLACE OF TE ROOS 000, APPROVAL OF ENGINEER. FOR FUTURE CONNECTION ROD PLUG TO FITTING_ SEE TABLE ALL T3-YRU ST BLOCKS SHALL SE POLJ REO AGAINST UNOIS TARRED SOIL_ WHERE THIS IS NOT PO5SIISLE. TE ROO SH ALF._ BE USED_ TE ROOS WHERE APPLIES GENERA. WATFR AND UT 1 L 1 TY NOTES 1_ THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PL OTTEO BASES ON UTI L I TY MAPS. CONSTRUCT ION/O£S I GN PLANS. OTHER INFORMATION PROV I OEC SY UT I L I TY COMPAN I ES . ANO ACTUAL F I EL O LOCAT P ONS IN SOME I NSTANCES . THESE UTILITIES. AS SHOWN MAY NOT REPRESENT ACTUAL CI ELO COND I T I ONS _ IT IS THE RESPONS IBI C I TT OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR F I ELO L OCAT I ON OF UTILITIES PR 1 OR TO CONSTRUCTION. 2. ALL WATER MAI NS ANC SERV I CES SHALL BE I NSTALLEO Wits A 5'8- M I N I MLIM DEPTH OF COVER. IE GRADE CONFL I GTS OCCUR WIT. 6 EXISTING UT I L I T I ES . THE PROPOSED WATER MA 1 N GRADE CAN BE VAR I EO PRO,, 1 OEO THAT THE 6-6- 1.41 N I MIUM DEPTH OF COVER IS MA I NTA I NEO _ MIN. 2—Me REBARS ASPHALT COATED STRAPS TIE ROOS WHERE APPLIES_ MIN. 2 REO'O CLEARANCE 45 BE-JO141411111 - AT HUB y\ BELL ENO . ONE PIPE LENGTH (MIN.) ANCHOR BL001K (THRUST UPWARD SEE TABLE FOR SIZE) EXTEND BLOCK INTO SIDES OF TRENCH_ ALL MA I N EINE AND HYDRANT VALVE BOXES SHALL BE BROUGHT T O BELOW F I N/ SHEO GRADE ELEVATIONS_ 4 ALL UTILITIES. BOTH LINOERGROLINO OR OVERHEAD. SHALL BE MA I NTA 1 NEO 1 N CONT 1 NUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PER.013. 00. EXCEPT AS NOTEO OTHERWISE. THE CONTRACTOR SHALL BE RESPONS I BLEANO LIABLE FOR ANY DAMAGES TO. OR I NTERRUPT I ON OF. SERV 1 CESCAUSEO BY THE CONSTRUCTION /4 " 5 CONTRACTOR SHALL CONTAIN .15 OOHS TRUCT 1 ON OPERATIONS TO THE AREA WITHIN THE STREET RIGHT—OF—WAY . CONTRACTOR SHALL NOT OPERATE OUTS IDE TH l S AREA WI TI -lou -r THE PR 1 OR EXPRESS CONSENT THE LAND OWNER. TIE ROOS CAEAC0 ENC) LINE PIPE S ZE 90 - BEND - AREA P! U GG IC, TEE FOR FUTURE CONNECTION TYP!CAI SFC TinN TI -11:2 I TI IRUST BLOCK 1..11 NUM LI M TFi R1J S T 13 L0 GK BEARPN G AREAS 1N SQL3 ARE FEET 45 - BEND 2 2 1 /2 - RENO TEE PLUG GATE VALVES NOTES 16.0 1 O 7.1 4.0 z_5 2.0 8. 7 6.0 3, 9 V. 2 2_O 4. 4 3.1 2_O a.D 2.0 2.0 11.3 7_8 6.0 2_8 7.3 4.5 2_4 0.7 O-5 0.5 FOIL SEARING PRESSURE 5 ASSUM EO TO BE 3000 0 s L INEOLJ REO 1BLOCK AREA 1.<AEY BE NAM001 Fr Ea AT 0 AC OROIN GLY. •O ASELSSHALL BEARINGS AREA BE LES 5CTN AN `QNO FT SO_ ,ANO ARO TE PRESSURE SIO, REO 200 P. 5_I_ coNGENETE sTREN4 Gay TO BE 3.600 TEST. UM YVEIE.F1 . OF TH RBST BLOCe<S SHALL BE .000 LBS. 1E3LC)CK5 EOR W -1- NI A I NJ TE DOWN ROOS MIN. 2-1116 THRU5T BLOCK (SEE CHART FOR B EARING AREAS) LENGTH OF ROD PIPE MON WEIGHT OF ANCHOR BLOCK SIZE 90- BEND 45- BEN. 22;- BEND 3" 160_9 150* _ 900 4SO mmummimmommmm 9" 1 2.250W 2360 5740 1 50111 1 SO 450 68 1 96 O 2a' V- 35 .3 • 48• 6 . ANY DAMAGE TO PR 1 VATS PROPERTY BY THC CONTRACTOR OUTS 1 0E THESE LIMITS WI THOUT THE PERMISSION OF THE LANO OWNERW I L L BE THE RESPONSIBILITY OF THE CONTRACTOR. 90' 45 - 22 j - 3/4" 22• 3/4- NOTE: WEIGHT OF CON CRC YE EOU ALS 150#/CU_ FT. ACTUAL LENGTH OF ROO, TO BE SUCH T. AT STRAP CAN BE PEACEO BETOND FIRST COLLAR OR HUB AT OR BE YON 10 THE MI NPM UM LENGTH SHOWN. \/ER1-1CAL BENS ANCHOR [DETAIL THRUST N_ T- S. W R W ATER- ON COVER RECESS TOP OF VALVE BOX 1 /8" TO 1 /4" BELOW FINISH GR AIDE PROVIDE S'—O" STEM IF CALLED FOR IN THE SPECIFICATIONS MMI ADJUSTABLE C_1. VALVE SOX S' BARREL 2" COMPRESSION MATERIAL TO PREVEN-I- ROA W AY SHOCK FROM BEING TR ANSMI-EVE O TO VALVE GATE VALVE CLASS 250 TTACH A MARKER FLAG TO ALL HVOR Al, TS. ( FLAG TO SE 6 FEET ABOVE GR00140 LEVEL_) BE IfostII�Fo ON ALL GATE SEE THRUST BLOCK DETAIL KA AIN LINE GATE VALVES TO HAVE JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN LINE FI TTN GS. GATE `VAL\/E DF:- AiL ff 9TQ .-J 6• STEEL POST. 3• ABOVE GEz OLA Ea PAINT . BLUE_ ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. NOTES: - ALL ,301. IN TS FROM MAIN TO HYORAN T SHALL BE HARNESSES MECHANICAL JOINTS OR FLANGED JOIN TS_ HYDRANT. VALVE 6 EI TTISOS TO SE 250 051 Rw TEO. POLYT-I YENS SNF_AP (WF. EN RE OU I REO) SHALL CE•VER AS SEM SLY FRCM H YORANT BASE TO WATER MA N. ALL H ',BRANT LEAD PIPING TO BE 0-1.0_ LOCATE NEW CURB BOX 1 2" ON STREET SLOE 0E ROP ER TY LINE EXCEPT WHERE SIDEWALK 1S ON PROPERTY LINE, THEN COG ATE CURB STOP 12- BEHIND BACK OF WALK_ NOTES: . PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESSES ANS KIND WI Ti -i THE POE LOW3N G MINIMUMS= ASPHALT SURFACING 3" MIN_ - AGGREGATE BASE COURSE 15" MIN. 2_ IF WATER MAIN IS NOT UNDER ROAD REPLACE TOO ONE FOOT OF TRENCH TOPSOIL AND REVEGET-ATE_ TRAFFIC FLANGE of, 4 VARIES RECESS TOP OF VALVE BOX 1 VS- TO 1 /4" BE LOW FINPSH GRADE SURFACE. WITH 12" (TVP.) CURB STOP AOJUS TABLE BOX ARCH PATTERN W/EOOTPIE CE THRUST BLOCK `1_L1_ • AO -AU STABLE VALVE BOX AV XILI AR3- GATE VAI -VE (NORM ALLY OPEN) FE x MJ GATE VALVE f�Ae >� o - 0 0- 0- v J XNiel X FLA EO TEE } M SET VALVE ON 8"x s"x 16" CONCRETE OR S TOIJ F SLAB CORP ORA TON. STOP PROVIDE GOOSENECK FOR EXPANSION 6 GON TR AC TON TYPE " COPPER TUBING( CON TI BUS) CONCRETE OR STONE SLAB -TlE ROOS. A SP. A LT COATED ALL BRA 5S T a A Is FL x FL CURB STOP 67 GOV PLING SERVICE LINE EXTESSION TO HOOSE OR EXTENSION METER 6 VAULT, METER INSTALLA TON BY OTHERS. USE OIEEE CTR IC V NION IF GALVANIZED IRON P1PE- 4 EXI ST NO ASPHALT TO BE SAWCUT (T',P.) OEP TH OF ASPHALT @ BASE COLI Ey. SE COMBINED IS 113•• SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA 6 COSH REQUIREMENTS CELECT MATERIAL. COMPACTED TO 95M IF LOCA TEO IN ROADWAY EASEMENT. COMP AC TE p TO 9035 IF LOC ATEA IN OTHER EASEMENT, LOTS OR SPACES. CLASS 6 AGGR- GATE BASE COURSE WILL BE REO IF THE ENGINEER DETERMINES THs THERE IS NO SUITABLE SELECT MA' ERIAL ON— SITE. SET CURB STOP ON MASONRY SUPPCIR'T 440. TEEN NA AIN MUST BE COM Is A C EE D TO E I-1 CROSS 5E 1-1 C)rs4 51-F E7E I!0' CHANGE IN PIPE SIZE .III-JCTtON P-A,5I AL F GN FVIENT CHANGE SHAPED INVERTS FI1,41S1-I GRADE PARAT ION OF WATER ANO SFWE R MA 1 PARALLEL INSTALLATION, STEEL POST DIRECTLY OVER PLUG. PAINT GREEN Ff GU RE 1 1 5." £1I A_ Ac SM ALJ ER PIPE 60 1/a I0,c. MN NORMAL CON0 I T I ONS ---MA I NS SHALL BE LAI D AT LEAST TEN FEET HORIZONTALLY FROM ANY SANITARY SEWER. STORM SEWER OR SEWER MANHOLE_ THE O I STANCE SHALL BE MEASURED EDGE TO EDGE. UNUSUAL CONN) I T I ONS—WHEN LOCAL 001401 T I ON5 PREVENT HOR I ZONTAL SEPARATION OF TEN FEET WATER MAIN MAY BE LAI. CLOSER TO STORM OR SANITARY SEWER PROV I OED THAT: 1) IT IS LAID IN FIGURE 2 1H- UTA_ do LARGER FOa s.zE-s la- wweo I <vE-1 FULL BOOT WYE FOR NEW CONSTRUCTION WYE SAOOLE FOR EXISTING SEWER MAIN 24' OP EN INC IN TOCP [ORIENT OVER BENCH) REMOVABLE STOPPER 4s- BEN. .S/t- GfzwvEi ONLv RECESS MANHOLE L1. 1/8 TO 1,./.1 BELOW FINISH GRADE TYPICAL IN\/EF TS WORDS SANITARY SEWER - CA. COVER 25-C_1_ NI_H_ RING Sc COVER OENVER HEAVY OR EQUAL ASPHALT FIRST JOINT MIN_ 3 MAX_ RUBBER 0—RING OR FLEXIBLE MANHOLE SEAL. GROUT SEAL NOT ALLOWED ".- ▪ INVERT ELEV_ 1_ SHOWN ON PROFILE ` LATERAL 2_ CROSSINGS, Fl GORE 3 R CPC -I< EXCAVATION STAINLESS STEEL STRAPS FOR SADDLES (2 EACH SAOOLE) NOTE: WHEN MAIN f5 AT EXCESSIVE PERTH. SERVICE MAY CONTINUE UP AT 45- TO MIN. DEPTH OF 9• THEN CONTINUE AT ALLOWABLE SLOPE TO DWELLING UNIT_ SEWER LINE CONNECTION AT SEWER MAIN FIGURE 5 SUB OR AIN 1- TO 1 l/2- IA66., BASE COURSE REINFORCED CONCRETE GRADE RIGS (MIN_) vv. TH 6•• ALL CAST IRON OR ALUM_ MANHOLE STEPS. POSITION OVER SHELF IN VERTICAL LINE AT 15' 6.6. MAX- ECCENTRI'C CONE REINFORCEMENT CASTM—C 428) FLEXIBLE PLASTIC SEALING COMPOUND (RAM—NEK) AT ALL JOINTS FIGURE 4 UNSTABLE SU BOFR ADE CQNOI 11 OIH t'OM 1NI AL D1 AMETER AX. tEl WI0 TH AT A POINT 1 ABOVE PIPE SLOPE 1 -- 33' Sc SMALLER 36' Sc LARGER NOTES: 1_ BELL HOLES SHALL bE EXCA VA. TED AT ALL BELL do SPIGOT JOINTS - CLASS 1=3 REQUIREMENTS WATER OR SEWER MAIN <TYPI CAL RE QU IR EM E N TSI PR OVI OE 'vs 0014 IINOUS BARS AT FOUR CORNERS BACKFILL OVER MAIN TWO SIDES OF ENCASEMENT TO BE FORMED CONTINUOUSLY ;W. TIES 0 16- 0_C. ALL— THRE AO ROO CEA -CH SIDE' IF REO.0 FOR TIES TO BENDS 2- CLEAR ( rYP-) CONCRETE ---� AORTOR CONCRETE BASE CAST IN PLACE (3000 PSI MIN.) MANHOLE 1_O. I6 - DROP THRU MANHOLE A SEPARATE TRENCH_ THE ELEVATION OE THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN_ SUCH SEPARATION SHALL BE OF 52-101 STURBED OR COMIPACTEO EARTH_ WHERE THIS VERTICAL SEPARATION CANNOT BE OBTA I NED . THE SEWER SHALL BE CONSTRUCTED OF MATERIALS ANO WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANOAROS OF CONSTRUCTION- NORMAL ONSTRUCT1ON_ NORMAL CONN) I T I ONS—WATER MAINS CROSSING OVER HOUSE SEWERS. STORM SEWERS. OR SANITARY SEWERS SHALL BE LAI. TO 00001 CIE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THEW INVERT OF THE PRESSURE WATER MAIN ANO THE CROWN OF THE SEWER. UNUSUAL CONN) I T I ONS—WHEN LOCAL CONN) f T I ONS PREVENT A VERTICAL SEPARATION AS OESCR I BES ABOVE. THE FOLLOWING CONSTRUCTION SHALL BE USED : INVERT ELEV_ Il1IT —/ SHOWN ON PROFILE SEWER PASSING OVER OR LESS THAN 18 INCHES UNOER WATER MAINS SHALL BE CONSTRUCTED OR MOO I F I EO USING ONE OF THE FOLLOWING METHODS: SECTION 18' do SMALLER 21 - TO 4-S- 1-4 0 TES: 8' N0TES: ▪ . MANHOLE BARREL MINIMUM OI AMETEK SHALL CONFORM TO TABLE. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE PONE BY FORMING OR SHAPING WI TH C EMEN T MOR TOR_ THE MANHOLE STEPS SHALL DE SIMILAR ANO EQUAL TO ALCOA ALUMINUM CO. INC, 126538_ PRECAST SECTIONS TO CONFORM TO ASTM C-478. PIPE GASKET REQU'1 REP AT MANHOLE WALL_ ALL COIVCRETE. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH P OE 3000 _ COMPLETED MANHOLE Act 510E WALL SURFACE TO BE SEALED /MTH -THOR 0SEAL COMPOUN O. ALSO THOROSF AL OUTSIDE WALL PN WET CONDITIONS_ ONE LENGTH OF PIPE (O. 1 _ P _ OR C800 PVC) AT LEAST 18 FEET LONG CENTERED OVER OR UNDER THE WATER MAIN - JOINTS BETWEEN THE SEWER PIPE ANO THE SPECIAL PIPE SHALL BE ENCASED IN A CONCRETE COLLAR AT LEAST 6 INCHES THICK ANC EXTENO I NG AT LEAST S 1r -4c1 -1s EITHER SIDE OF THE JOINT_ CONCRETE OR V 1 TRI F I EO CLAY SEWER PIPE WITH REINFORCE.. CONCRETE ENCASEMENT_ ENCASEMENT SHALL BE AT LEAST 6 INCHES THICK ANO EXTENO A O I STANCE OF 10 FEET ON BOTH S I PES OF THE WATER MA I N . 2) WATER MAINS PASSING UNIO ER SEWERS SHALL, IN AOO I T 1 ON . BE PROTECTED BY PROV I O 1 NG: VERTICAL SEPARATION OF AT LEAST 118 INCHES BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER MAIN_ AOE QUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECT f ON OF -JOINTS ANO SETTLING ON ANO BREAKING THE WATER MAINS. SEWER MAIN MANHOLE SECTION Bd A. MAX TRENCH WIOTH TYPICAL MANHOLE DETAIL DENSITY COMPACTED BACKEILL CONCRETE PLACED ON COMP AC TEO SOIL LIMIT OF SLOPING OR BENCHING OF TRENCH WALLS CONCRETE ENCASEMENT I= OR SEWER MAIN PERMA JOINT SEAL FOR INCOMPATIBLE JOINTS f f SPECIAL REVERSE FITTING CONCRETE GROUT SHAPES TO FIT BOTTOM OUAORANT OF PIPE B. = PIPE F IGLJ RE 1 SH APED S U B GR AIDE BEDDING MATERIAL NOMINAL .l AMETEK 33' do SMALLER AS" Sc LARGER NOTES_ NOMINAL OI AM ETER INVERT IN SHOWN ON PROFILE STAND ARS 45• CUT CURVE SECTION l 8' do SIN ALLER 21' TO .35- - do LARGER UNOI STURBED GROUND PRECAST MANHOLE BARREL SECTION BELL HOLES SHALL BE EXCAVATED AT ALL BELL do SPIGOT J161NT5- CLASS 'C B EOPIN G MAY ONLY BE USE. UPON APPROVAL OF C. EF ENGINEER OR HIS APPOINTED REPRESENTATIVE_ CONCRETE ENCASEMENT TO BE A MINIMUM OF 6' TFHICK ALL AROUND PROP By== MAX TRENCH VIA T1--1 OEN SIT- COMPACTED BACKFILL ORO, INVERT SHOWN ON PROFILE LIMITOF SLOPING OR BENCHING OF TRENCH WALLS BOTTOM SECTION MAY BE POURED MONOLITHIC WITH MANHOLE BASE PIPE SPECIAL 90' ELBOW 60' F 26' F .64- 15' 1719' 138' F 546- /0-3/4.. I 5-2/8' 12-1/2- 1 2 -3/4 - 1_ 011.1 TISION S SHOWN ARE APPROXIMATE FOR T}I'E VARIOUS TYPES OF AVAILABLE P IPE_ F-ucURE 2 GRANULAR FO1__31,10ATI'0N CLASS "C" BEE)DING REQUIREMENTS WATER OR SEWER MAI NJ OUTSIDE DROP FORPAYMENT PURPOSES: ALL FITTINGS. PIPE. CONCRETE ENCASEMENT SHALL BE INCLUDED IN THE COST OF OUTSIDE PROP_ DIAMETER OF PROP SHALL NOT BE LESS THAN THE L INE PIPE OI AMETEK. OUTSIDE DROP SHALL. SE CON STRUC I ELS WHEN PROP INTO MANHOLE IS 2'—o" OR GREATER. MANHOLE CON STRUCTI ON PROJECT NO. SHEET 21 OF 21