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HomeMy WebLinkAbout1.01 PlatMAY 2 v 1 99 $ - e PRELIMINARY PLAN DOCUMENTS FOR THE ST. FINNBA __ R FARM SUBDIVISION GARFIELD COUNTY, COLORADO OWNER: ST. FINNBAR LAND COMPANY MORT HELLER 534 E. HYMAN AVENUE ASPEN, COLORADO 81611 PROJECT LAYOUT GENTRY SCALE: 1.. — 200 SHEET NUMBER 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. ENGINEER= HIGH COUNTRY _ENGINEERING INC CONSIiLTING ENGINF.E:RS AND SURVEYORS •— 923 COOPER AVENUE ;LENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 .w mor a f,. -.. /.. .. Y.. LrN/JA Fq•X.M t.1 �.. —�5��JECT 9ROPE�tTY SF_ ^T CNK . 'JWNS1- VICINITY MAP SHEET INDEX TITLE COVER SHEET PLAT - - -- PLAT ---- -- -- JURISDICTIONAL WETLANDS PLAN - -- -- EXISTING CONDITIONS MAP CROSSING PLANS, PROFILES AND DETAILS -ST. FINNBAR DRIVE PLAN AND PROFILE --LOT ACCESS ROAD PLAN AND PROFILE ---- ---- LOT ACCESS ROAD PLAN AND PROFILE PROPOSED UTILITIES AND SEWER PLAN AND ----- -----------PROPOSED UTILITIES AND SEWER PLAN AND ---------- PROPOSED UTILITIES AND SEWER PLAN AND ---- -- -- GRADING AND DRAINAGE PLAN -- -- — FIRE/ DRY HYDRANT AND MISCELLANEOUS ------- -- FORCE MAIN DETAILS --- --- DETAIL SHEET PLANNER= LAND DESIGN PARTNERSHIP P.O. BOX , 517 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2246 PROFILE PROFILE PROFILE DETAILS ST. FINNBAR PRELIMINARY FARM SUBDIVISION SITUATED IN LOTS 6, 12, 13 AND 19, OF SECTION 31, TOWNSHIP COUNTY OF GARFIELD, STATE 0 SHEET 1 OF 2 NOTES 1. DATE OF SURVEY WAS DECEMBER 1989 AND JUNE 1991. 2. BASIS OF BEARING FOR THE SURVEY IS A BEARING OF S 89'51'34' W BETWEEN THE WITNESS CORNER TO THE NORTHEAST CORNER OF SECTION 31 AND THE NORTHWEST CORNER OF SAID SECTION 31. 3. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITION OF (i) GARFIELD COUNTY APPROVAL RESOLUTION NO. CAPTIONED '-------------------------- ______________ RECORDED IN BOOK ----- AT PAGE _ ❑F THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND (li) DECLARATION OF PROTECTIVE COVENANTS FOR ST. FINNBAR FARM RECORDED IN BOOK _ __ AT PAGE ___ OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND ALL EASEMENT AND RIGHTS OF WAY GRANTED OR RESERVED IN SAID COVENANTS. 4. THE EXISTING POWER LINE ALONG THE EASTERLY BOUNDARY OF THE SUBDIVISION HAS AN EXISTING 12.50 FOOT WIDE UTILITY EASEMENT (REC. NO. 355739). 5, EXISTING TRANSMISSION DITCHES WHICH WILL REMAIN IN USE AFTER SUBDIVISION OF PROPERTY WILL BE GIVEN A 14.00 FOOT WIDE IRRIGATION EASEMENT. 6. EACH LOT WILL REQUIRE AN ENGINEERED SEWAGE DISPOSAL SYSTEM. 7, EASEMENT OWNERS OF RECORD: OVERHEAD ELECTRIC, GAS LINE: HOLY CROSS ELECTRIC ASSOCIATION, INC, ROCKY MOUNTAIN NATURAL GAS COMPANY, INC. 3799 HIGHWAY 82 401 27th STREET GLENWOOD SPRINGS, CO 81601 GLENWOOD SPRINGS, CO 81601 (RECEPTION NO. 355739 & 254494) (RECEPTION NO. 215439) 8. BUILDING SETBACKS ARE: 25 FT. FRONT 25 FT. REAR 10 FT SIDE 9. LAND USE SUMMARY- EXISTING ZONING, AGRICULTURAL/RESIDENTIAL-RURAL DENSITY. TOTAL DEVELOPMENT IS 85.590 ACRES MORE OR LESS. SINGLE FAMILY RESIDENTIAL IS 85.590 ACRES MORE DR LESS TOTAL NUMBER OF LOTS PROPOSED IS 9. TOTAL NUMBER OF DWELLING UNITS PROPOSED IS 9. GROSS DENSITY PROPOSED IS 0.105 UNITS/ACRE MORE OR LESS. i0. OWNER HEREBY GRANTS, SUBJECT TO THE EASEMENTS, RESERVATIONS AND OTHER MATTERS NOTED ON THE PLAT, A NON-EXCLUSIVE EASEMENT FOR EGRESS AND INGRESS TO ALL POLICE, SHERIFF, FIRE PROTECTION, AMBULANCE AND OTHER SIMILAR EMERGENCY AGENCIES SERVICING ANY OF THE LANDS SHOWN ON THIS PLAT OR ITS RESIDENTS WHICH EASEMENT SHALL INCLUDE THE RIGHT TO ENTER UPON ALL PRIVATE ROADS, ACCESS EASEMENTS AND DRIVEWAYS OR ANY OTHER PROPERTY IN THE LAWFUL PERFORMANCE OF THEIR DUTIES. 11. OWNERSHIP OF ANY LOT IN ST. FINNBAR FARM EXCLUDES ALL RESERVOIR AND RESERVOIR STORAGE RIGHTS, WATER AND WATER RIGHTS, DITCH AND DITCH RIGHTS, SPRING AND SPRING RIGHTS, ALL OF WHICH ARE RESERVED BY OWNER TO BE CONVEYED TU ST. FINNBAR HOMEOWNERS ASSOCIATION, EXCEPTING ONLY THE RIGHTS RESERVED TO EACH LOT FOR ONE EXEMPT WELL AS PROVIDED IN C, R. S. 37-92- 602(i)(b) AS AMENDED, WHICH RIGHTS ARE SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS OF THE PROTECTIVE COVENANTS FOR ST. FINNBAR FARM, 12. A MINIMUM OF FIVE (5) PARKING SPACES SHALL BE PROVIDED ON EACH LOT. 13, ACCESS TO LOTS 6 -12 SHALL COMPLY WITH SPECIAL USE PERMIT ------------ ISSUED BY GARFIELD COUNTY. 14. THERE IS HEREBY RESERVED TO THE OWNER AND ST. FINNBAR HOMEOWNERS ASSOCIATION A PERMANENT AND PERPETUAL EASEMENT UNDER, OVER AND ACROSS ST. FINNBAR DRIVE AS SHOWN ON THIS PLAT FOR PURPOSES OF INSTALLING, CONSTRUCTING, MAINTAINING AND REPAIRING A ROAD AND UTILITIES INCLUDING, BUT NOT LIMITED TO ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION AND FOR SUCH OTHER PURPOSES AS ARE DESCRIBED, PERMITTED DR RESERVED IN THE DECLARATION OF PROTECTIVE COVENANTS FOR ST. FINNBAR FARM, THERE IS FURTHER RESERVED FOR THE USE AND BENEFIT OF OWNERS OF ALL LOTS IN ST. FINNBAR FARM AND THEIR GUESTS AND INVITEES, PERMANENT AND PERPETUAL EASEMENTS OVER AND ACROSS ST, FINNBAR DRIVE AND OVER AND ACROSS OTHER ACCESS AND UTILITY EASEMENTS AS SHOWN ON THE PLAT FOR INGRESS AND EGRESS TO LOTS, THE EXTENSION OF UTILITY SERVICES AND FOR SUCH OTHER PURPOSES AS ARE DESCRIBED, PERMITTED OR RESERVED IN THE DECLARATION OF PROTECTIVE COVENANTS FOR ST, FINNBAR FARM. WITHOUT EXTINGUISHING ANY OF THE FOREGOING EASEMENTS, THE OWNER AND ST. FINNBAR HOMEOWNERS ASSOCIATION RESERVE THE RIGHT, FROM TIME TO TIME, TO GRANT SPECIFIC EASEMENTS FOR USE BY UTILITY COMPANIES SERVICING LOTS IN ST, FINNBAR FARM BY THE RECORDING OF AN INSTRUMENT IN THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO, 15. THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. 16. ON THE NORTH BANK OF THE ROARING FORK RIVER, THERE IS A FISHERMAN'S EASEMENT 5 FT. WIDE FROM THE MEAN HIGH WATER LINE. �. JEN40GD SPRINGS ...COLOR_. 5 M1 CATHERINE. ADO STATE HIGH Y k82 ROARING 7 SOUTH, RANGE 87 WEST OF THE 6TH P,M F COLORADO EL J�� RI VER DENVER & RIO GRANDE µ'ES TERN R.R. JECT PERTY VICINITY MAP PLANNING COMMISSION CERTIFICATE THIS PLAT WAS APPROVED BY THE GARFIELD COUNTY PLANNING COMMISSION THIS -------- DAY OF -------------, 19--_. ------------------------------ CHAIRMAN TI T1 E EXAMI NER' S CERTI FI CATS PRESIDENT OF STEWART TITLE OF GLENWOOD SPRINGS, INC. D❑ HEREBY CERTIFY THAT I HAVE CAUSED AN EXAMINATION TO BE MADE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT EXAMINATION, ST, FINNBAR LAND COMPANY, A COLORADO CORPORATION, IS THE FEE SIMPLE OWNER OF THE REAL PROPERTY HEREIN DESCRIBED AND EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES OF RECORD. DATED---------------------- STEWART TITLE OF GLENWOOD SPRINGS, INC. BYE ------------------------------- PRESIDENT STATE OF COLORADO > ) SS. COUNTY OF GARFIELD > THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _---- DAY OF ------' 199--- BY --------------------------' PRESIDENT OF STEWART TITLE OF GLENWOOD SPRINGS, INC. WITNESS MY HAND AND OFFICIAL SEAL: MY COMMISSION EXPIRES ------------------------------- NOTARY PUBLIC HIGH COUNTRY ENGINEE BOARD OF COUNTY COMMISSIONERS CFRTIFI CATE THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THISDAY OF _ _ _ A.D. ------- - -- -- ----- 19FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TD 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. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO BY.------------------------------- CHAI RMAN WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD ATTEST COUNTY CLERK SURVEYOR' S CERTI FI CAS I, FRANK W. HARRI NGTON, 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 COMPLETL PLAT OF THE ST. FINNBAR FARM 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 __ DAY OF _. _-------' A.D. 19----. RING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOP4R AVENUE GLENWOOD SPRING , COLORADO 81601 (303) 915- 8676 FRANK --- 7 ------ ----------- FRANK W, HARRINGTON, L.S. M19598 DEDICATION KNOW ALL MEN BY THESE PRESENTS: THAT IS/ARE THE OWNERS) OF THAT REAL PROPERTY SITUATED IN LOTS 6, 12, 13 AND 19 OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST, GARFIELD COUNTY, COLORADO, SIXTH PRINCIPAL MERIDIAN, SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT A REBAR AND CAP MARKED L.S. 19598, WHENCE THE WITNESS CORNER TO THE NORTHEAST CORNER OF SAID SECTION 31 BEARS N 41'08'04' E, 320 3.0 6FEET; THENCE S 11' 37' 27' W, 1 304. 69 FEET; THENCE S 23' 40' 24' W, 80.58 FEET; THENCE S 36'04'45' W, 85.16 FEET TO THE CENTERLINE OF THE ROARING FORK RIVERi THENCE THE FOLLOWING EIGHT (8) COURSES ALONG SAID CENTERLINE OF RIVER: N 65°57'30' W, 56.75 FEET; THENCE N 63'59'48' W 319.32 FEET; THENCE N 66'50'18' W, 203.39 FEET; THENCE N 75' 33' 21' W, 272.62 FEET; THENCE N 84.25' 20' W, 257-22 FEET; THENCE N 87.41'19' W, 223.18 FEET; THENCE N 88'30'35' W, 346.12 FEET; THENCE N 65'59'25' W, 120.15 FEET; THENCE LEAVING SAID CENTERLINE N 00'30'00' W, 233.20 FEET; THENCE S 8B'31'40- W, 499.89 FEET; THENCE N 00' 00' 33' E, 1273 09 FEET; THENCE N 89'11'07' E, 471.33 FEET (DEED = 471.38)) THENCE N 00'00'18' E, 262.99 FEET (DEED = 262.17); THENCE S 76'47'40' E, 1038.73 FEET; THENCE S 13'12'20' W, 120,00 FEET; THENCE S 61°01'17' E, 285.92 FEET; THENCE S 41'30'29' E 89.74 FEET; THENCE S 62o48'46' E, 375.98 FEET; THENCE S 77.44' 52' E, 317.09 FEET; THENCE S 72.41'32' E, 136,34 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 85.590 ACRES, MORE OR LESS, THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS ST. FINNBAR FARM SUBDIVISION, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO KNOW ALL MEN BY THESE PRESENTS, THAT ST. FINNBAR LAND COMPANY, A COLORADO CORPORATION, BEING THE OWNER OF ALL THE REAL PROPERTY HEREIN DESCRIBED, HAS BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND OTHER INTERESTS AS SHOWN ON THIS PLAT CONTAINING A TOTAL OF -------- SHEETS UNDER THE NAME AND STYLE OF ST. FINNBAR FARM AND BEING SUBJECT TO THE DEDICATIONS, COVENANTS, RESERVATIONS, EASEMENTS, CONDITIONS AND OBLIGATIONS NOTED HEREON, DATED 199-___. ST. FINNBAR LAND COMPANY, A COLORADO CORPORATION BY - ---------------------------- PRESIDENT STATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ----- DAY OF -------------- 199--- BY ---------- PRESIDENT OF ST. FINNBAR LAND COMPANY, WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: ----------------------.___. ...-_... NOTARY PUBLIC COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C. R, S. 1973, 38-51-101 AND 102 (REVISED). - --------------------------------- GARFIELD COUNTY SURVEYOR DATE CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT ----------- O'CLOCK .M., ON THE --------- DAY OF _______________, 19 ------- AND IS DULY RECORDED IN BOOK ------------ PAGE ----------- . AS RECEPTION NO. --------------------- -------------------------------- CLERK AND RECORDER BYE---------------------------- DEPUTY RANCH AT ROARING FORK, FILING 5, LOT 13 VICKI R. & JERRY D. GARWOOD DIRECTION I N17'59'22"E 481 STAGECOACH LANE CARBONDALE, CO 81623-9515 BE6 BE7 RANCH AT ROARING FORK, FILING 5 LOT 12 54.64' 42.20' ROBERT E. & GLYNN B. TUCKER 0) 528'15'07"E S08'47743 W 369 STAGECOACH LANE N � CARBONDALE, CO 81623-9515 (0 N 'cv RANCH AT ROARING FORK, FILING 5, LOT 11 W N EMANUEL W. & MARGARET J. ROTHE 478 STAGECOACH LANE .II CARBONDALE, CO 81623-9562 I p o w O .o RANCH AT ROARING FORK HOMEOWNER'S ASSOCIATION O 14913 HWY 82 O N41'55'07"W N42'40'29"E CARBONDALE, CO 81623 Z E1 E2 N89'11'07"E 471.33' 168.79' 115.19' z p V 0 N a y M N N 10 w° oYo 3 ==w M a 0 -0 Co z � Cr u a 0 a CY) = O Z ri a r` PARCEL B PRELIMINARY PLAT USAGE EASEMENT BOOK 697 PAGE 621 ST. FINNBAR FARM SUBDIVISION 576.47, _ _ • . SITUATED IN LOTS 61 12, 13, AND 19, OF SECTION 31, TOWNSHIP 7 SOUTH, ... ,p38 73 RANGE 87 WEST OF THE 6TH P.M. GARFIELD COUNTY, COLORADO. ' ' SHEET 2 OF 2 NO O NOTES: I. BASIS OF BEARING FOR THE SURVEY IS A BEARING OF 589'51'34"W BETWEEN THE WITNESS CORNER TO THE NORTHWEST CORNER OF SECTION 31 AND THE NORTHWEST CORNER OF SAID SECTION 31. 2. THE EXISTING POWERLINE ALONG THE EASTERLY BOUNDARY OF THE SUBDIVISION HAS AN EXISTING 12.5' WIDE UTILITY EASEMENT cy0 (REC. NO. 355739). ------ . yF . i NyFSp� . 58101'1"E sOPEN SPACE AREA � 285 g2' OIm _e\ aHENR&ANo \ . OCEAN AVENUE • � o • . , . . , . . , . . . .. �9SANTA MONICA, CA 90401-1038 Jgo\0 . . . . . . . ;P\ �30' UTILITY EASEMENT LOT 5.3 e 582,615®O.FT. �. 13.375 ACRES 890'00'00" N `86'2 4 _ S7g 3 \ \ E . o . CQ' =F` 94.20' I . . . . . . . . v 46 ,F zao.la �\ \ 1 bb. . . . . . . . . . . . . . II. . . . . . . 3�s sQN . . . . . . . . . . . . . . . . ' 98, LOT 6 F 502.019 SOFT. 2°,s'S�� \ "�'y c'J.�a,= I� . / 6 . . . . . . m 11.525 ACRES o N74a� 40 E� o, Z I `�' m '� . j .i" \ .\. �, S77'44,52..E a 9 0 \ .. 5 I \ 3 7.0 00 9 �+ m ? S d0. /., , 9' . . . . . . . . . . . m u 11 �, d•. 56�, d5 's. a' a j '� I �` E5 u �6>, �\ \ `N 713.20 . 109, >� '� W7 2"47 3 . . . . F� m ,., 04 "W . 83 2" �f'I ao >F \ s9. e�/ '3a'� °�\°cp' 6° I,p \ ` .36,34, f E \ 0����y 10 9s \9�\�� Cyd a� 56 /.. .� ... - _��T 3 1` °y\,y ✓ 260.591 SOFT. z i N o S702i. 1 Nl�5, ��6j28'0 \ Nj7.00� rS 8: S,7, �.1V .Ea Sp 5.9K2 ACRES SS\� r�lrnul1 JSf 92Y51 JO��f % �1'I8 .�\ hh i �. �: Jo oN v I 202,513 \\ �7>• ITIE F6� S85'°1'59"W N74• ,3p.,=5'30'•,N o fL� .5��' I // TO THOE NORTHEAST 6 -�'� 40 579' \ '•i h t^ I 96.31' 70 W 214,44 \ / �' 7g085_a�E �\ S 6• AIS' m I I I \\ / / CORNER SECTION 31, '^ N41'08'04"E 3203.06 . . . �_ g-��'r"- �. INGRESS. EGRESS N�a7 81 \6. 't'S I I� I 7i E]7. m ;,� 4.38' AND UTILITY EASEMENT 1 1, Q, yi 6<'>. 4, LOT 2 o N 178,305 SOFT. 20' UTILITY EASEME m.,. : �. f \ d� '6`= 0' 'h �& q9+ aW 745.791 SOFT. s rn . . . . . . . . . . . . . . . . . . . . . . . . . . 1.15 •'\c^ '1/`i'?, h� /%-� A A 3.347 ACRES o u N u, . JQ . . . . . � I 00 .` I N 4.093 ACRES, REC. N0. 254494 7 Ci �V cn cn M / Y�� 00 co ry/^ I JI I� I ' .�.i. . . . . . . . . . . . .<7. . . . . . . . G �1' C 2 ",h �� i 2 583'57'14"W . . . . . 3 . N82'48'Oa�E �° 2\ 2/ ^"� LOT 4 I o• Ny L 251,983 SOFT. . . . . . . . . . . . . . . . . c, 61 \S2O 7y l 5.785 ACRES No '1'63. \s N6P 5b0 j S N88'18'29"E \F. (g 2` \ yp �o I 77 02 j> Z \\� 589'55'29"W i 589'55'29"W J " 116 a= 12 y S2, rn. �'= 169.26' \� ll«---- 130.46' N78 22'33 W. �,, I - /� 21.34' t 89.66' S O r ? �. o �� I G14 50.11'I�.� C9 / . . . . . . \4'S �" .f . . . . . . . . . . . 3°? l� N85'32"Sa"w 33.56' 3_7 §28'04'44,"E . 7� 0 _ C3 59.57 89 4 \ 1 C1 C7 64.27' . . . \ JB,9� L'34' tiS J c? N7 127. N7g•32,1 C13 _C11 L o, 239.64' `0 8'32 . . . . . . . . . . . . . . \ Z mI /�C3 3• �5i 2"W \ CIO . . . . . . . . . . . . . . . . . 3� 3�iS, G° i 126.56' 115.70• C2 1 . 53',336 SO.FT. \ Y' r'� Off• � ,v L22 / 117.28 _C12 O _ C6 2S� C19 L2 ! - N78*22'33"W M . N. 12.1§8 ACNES \ '-�.�56�1610-�/�0 C2g C8 L21 21.62' .�. .PARCEL .A . . y9 L. . . . . G,� I \ 20' UTILITY \, G/ L23 60' INGRESS, EGRESS, o' m USAGE EASEMENT \ EASEMENT TO LOT 9 ACCESS ANO' UTILITY ' �S �2J G`� N " EMERGENCY ACCESS, L78 GOOK ¢97 PAGE; 6z1 l -EASEMENT . . . C6 / L4 L3 0 -'"� DRAINAGE, IRRIGATION / / Ad�F/\� % S89'56 48 E „^t N S89'56'48 E AND UTILITY EASEMENT. . . . . . . . .\ �6p,�,L6 \ \,6 i26 oN� `�'i3` E, 93.54' = ry 167.27' .532:0000"E . . . . / (�2 9y.S3" .� ,i;' �ti L24 0� 94:68' . . . . . . . . % \tea 2SJ.6j, \ �'S`?1d� 5 .C21 �5�Nq. sb . 1 .1A0���"SS"\?\ \ 11 • 9• 1 r y 121Lo5 SOFT. 3I T 12 o IRRIGATION EASEMENT 1 25' UTILITY & . . . . . . . . . . . . LOT 8 s�• N z LOT 13 3 . . \ 295.309 SOFT. / /'10 N6g� .�. 7.� o. 2.792 ACRES 0 230.032 SOFT. \ \ �, 6.779 ACRES �5 j d$' lq6 Q�7.'•W. v�o,' • psi,\ o \�y, o M 5.281 ACRES M v s- c,`o/'L•ytk 5 2_2S.38. / �^ �i I^ I w o ro FQQ\+ / ti / SS 6\e w .o. °0° \ �• �\ / // 5d��5 '8 Jg 4•E F X49\F,qs C I \/ tj5/00� a0' ACCESS & 5 7\ ?? \6130 0 "1 0 \ ti UTILITY EASEMENT 5.65' S S3'.. .68, \`TO� Jq6., 0�.n Z ,W .�. `' 7 32, 's• � &� W BE�1a�'I\ o 883'47'09"__ N78• / / sS3S� g• B> 28 \��z 1J X035"W� / l LOT 9 �' ''3�0 F s e�, 81.97' �26.2Z 499.89' z E \ 1S3 210,613 SG.FT. o9F \ N842026"W. L27. _ E26 / 3 58831'40"W O. . . da '\ �`S9' 4.835 ACRES OR' ^`� /I/ Ole Si .' 1'01.135 1I dd 9 72y ?� ��O'y. O� 9, 1 S2g•.. 61.96' . N84'20'26"W O S� V - . . . �� g .\ e• \ ON 57352, 12.54,. C3g 5 S. . . . . . . . . .47b.19 ��. _ / \N>20a'1 .. /4 �° ^OQa, LOT 10 96.713 Sg f �3Q f . REX A. & JOANN G. COFFMAN O %. �_ 106. g W 00 0, „ 140.821 SOFT. �4Sg5, 35.413 S7g35E _ 1837 COUNTY ROAD 100 / y a^ �O6 / I 3.233 ACRES i' 180.64' S6j, 3Q' QMERG�NCY ACQES$ CARBONDALE, CO 81623-9532 'E21 •_� ` S65S„ &UTILITY EASEMENT IQ / \ 305 N a �� r qt .� ` S > q3 'WILLIAM J. & JAYNE M. GILLIGAN ^�/7 \. / a N /^v' LOT 11 rya/ 3400 ADAMS ROAD 276.592 SOFT. h SS•• N ./ . . . . . . . . . . . .. ./.. •�•o '•� 3p'�� f I OAK BROOK, IL 60523-2708 O i/o + / 6.350 ACRES / 2,qe, 17, eFJ3� c��12/� lw 0 ry\ ,2798\W 1 I m �2Q is S N8830'35"W 346.12' N87'41'19"W 223.18' N8425 20 W 257.22 �° N;75.3 3,21 W . . . ERIC & CAROLYN SMITH I . c/o SMITH & METALITZ LLP TIE TO SE COR 1747 PENNSYLVANIA AVENUE NW WASHINGTON D.C. 20006-4604 STEPHEN A. & JANICE R. CROWLEY 12 62• \ \ F\ N22'31'45"E 2621 COUNTY ROAD 100 85.36' CARBONDALE, CO 81623-9534 I . . . . . . . J. WINSTON WILDS 2 S ,7 \ 03098" . 8076 COUNTY ROf113 3 CARBONDALE, CO 816.9667 I / z HIGH COUNTRY ENG�EERING, INC. "63's9: / S23.40'24"W g . . GRAPHIC SCALE I 48 iv 80.58' CONSULTING ENGINEERS AN,SURVEYORS SCOTT MANN 923 COOPER AVER 2727 COUNTY ROAD 100 393 GLENWOOD SPRINGS, COLOC O 81601 CARBONDALE, CO 81623-9534 2' (970) 945- 8676 50' UTILITY EASEMENT �/ N6S. 85.16' ( IN FEET) S> 536'04'45"W 1 inch = 100 ft. I REC. NO. 2 Q LOCATION NOTOTDEFINED LINE CHART LINE BE5 DIRECTION I N17'59'22"E DISTANCE 48.79' BE6 BE7 N54'02'35 W N5611'05'E 54.64' 42.20' BE8 BE9 528'15'07"E S08'47743 W 49.79 47.65' BE10 BE11 S13'27'07 E S24'53'09"W 38.37 30.81' BE12 BE13 566'55'36 W N73'07'20'W 36.14' 69.25' BE14 BE15 S88,06,09"w N49'36 58"W 67.15' 60.80' BE16 BE17 N41'55'07"W N42'40'29"E 59.81' 59.07' E1 E2 N74'34'54 W N78'04 33 W 168.79' 115.19' E3 E4 N69'29'05"W S69'07'26"W 83.33' 73.56' E5 E6 N77.48'16'w N61'14'27' W 107.71' 217.42' E7 EB S67'37 48 W 575'30'58' W 407.90' 302.79' E9 E10 N06'40'03"W N79'28'22"W 355.67' 386.86' E11 E12 N50'51 09 W S89'11'07"W 145.89 578.55' E13 E14 S00'CO'33' W S62'19'51"E 223.53' 240.42' E15 E16 S41'59'41 E S61'15'44"E 185.97' 148.96' E17 E18 N90'00'00•E SOO'00'00"E 56.59' 43.84' E19 E20 S27'51'29"W S41'39'29"E 121.39' 791.65' E21 E22 S83'27'13"E 571'22'33"E 207.73' 164.63' E23 E24 S58'48'00'E S72'12'55'E 138.29' 82.00' E25 E26 S61'15 31 E N80'45'53"W 566.67 334.05' E27 E28 583'47'43"W N81'33'57"W 142.56' 135.33' E29 L1 N50'22'14 W N78'22'33 W 220.42' 81.28' L2 L3 S67'09'16"W S89'57 57 W 11.60' 74 79' L4 L5 S88'38'57'W N61'49'31 "W 70.00' 89.33' L6 L7 N86'30'42"W N08'08'10"W 42.54' 90.56' L8 L9 N36'40'04"W N52'41'52"W 66.08' 47.16' L10 Ltt N40'52'52 W N59'44'43"E 104.40' 35.18 L12 L13 559'44'43"W N61'54'39"W 50.13' 72.32' L14 L15 N53'58'30"W N89'48'32"W 76.08' 107.70' L16 L' 7 N78'22'33"W S40'57'24'W 20.60' 80.29' LIS L19 N78'22'33"W N18'06'16"W 19.68' 80.61' L20 L21 S20'24'39'W 520'24'39"W 10.26' 10.26' L22 L23 S20'24'39'w 589'57'57"W 10.26' 11.54' L24 L25 S89'57'57"W N75.2E'.34'W 11.54' 18.53' L_5 L26 _ N'1.'10'30"W S88'1'�';i1 w 70,00' 5, 4a' L27 L28 _ N53_3''15"W 567'4532"w 50.41' 34.74' L29 L30 N72'49'42"W N72'49 42'W 49.76' 47.45' L31 L32 S11'54'45"W N71'54'45"E 42.88' 90.97' L33 L34 572'49'42"E 572'49'42"E 72.38' 19.00' L35 L36 S6"09'16"W 514'3424"E 10.34' 32.14' L36 L36 5?3'52'59"E S6"09'16 W 26.55' 13.00' L37 i4'3a'24'E 47.09' L38 L39 S26'24'20"w 526'24'20"W 68.54' 75.98' ;URVE CHART RADIUS Cl CURVE 150.00' LENGTH 103.44' I TANGENT I 53.87' CHORD 101.40' I BEARING S81'52'09"W I DELTA 39'30'35" C2 C3 350.00' 135.00' 155.73' 122.25' 79.17' 65.68' 154.44' 118.12' 579'54'03"W S75'31'1 4"W 25'29'33" 51'53'08" C4 C5 135.00' 100.00' 68.72' 121 40' 35.12' 69.44' 67.98' 114.08' 534'59'39"W S55'11'18"W 29'10'01" 69'33'17" C6 C7 200.00' 100.00' 59.25' 43.09' 29,85' 21.88' 59.04' 42.75' N70'18'46"W N74'10'07"W 16'58'30" 24.41'11" C8 C9 100.00' 180.00' 53.05' 122.74' 27.16' 63.87' 52.43' 120.38' S71'18 52"E S82 -05'20"W 30'23'42" 39.04'13" CIO C11 120.00' 320.00' 84.00' 144 76' 43.80' 73.64' 82,29' 143.52' 581'34'18"W S80'06'49"W 40'06'19" 25'55'06" C12 C13 380.00' 320.00' 227.54 46.86' _ 117.30' 23.47' 224,16' 46.82' S84'1 8'32"W N82'43'55"W 34'18'32" 08'23'26" C14 C15 165.00' 105.00' 132.77' 148.54' 70.22 89.76' 129.22' 136.46' S78'24'40"W S60'56'13"W 46'06'16" 81'03 09" C16 C17 165.00' 70.00' 100.64' 84.98' 51.94' 48.61' 99.09 79.85' S37'53'05'W S5511'+.8"W 34'56'52" 69'33'17" C18 C19 130.00' 70.00' 157.81' 190.52' 90.28' 328.47 148.30 136.93 S55'11'18"W S76'37'OS"W 69'33'17 155'56'23" C20 70.00' 40.20' 20.67' 39.65 N17'48'08'w 32'54'10" C21 C22 70.00' 70.00' 106.19 40.86 66.34' 21.03' 96.30 40.29 N77'42'51'W N42'06'04 E 86'55'17" 33'26'53' a •/ � - jam, ST® FINNBAR FARM SUBDIVISION JURISDICTlu"NAL DELINEATION PLAN SITUATED IN LOTS 6, 12, 13 AND 19, OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO c. PROPOSED CROSSINGS, 1. -12' x 289' = 3468 FT2 - TEMPORARY 2. -12' x 71' = 852 FT2 - TEMPORARY 3. 2784 FT2- PERMANENT 5809 FT2 - TEMPORARY 4. -88 FT2 - PERMANENT 1524 FT2 - TEMPORARY 5. -5 FT2 - PERMANENT -30OFT2 - TEMPORARY PERMANENT AREAS = 2877 FT2 TEMPORARY AREAS = 11953 FT2 TOTAL AREA = 14,830 FT2 (0.340 ACRES) CARBO )ALE 3.5 ML CATI-SERINE COLORADO STATE ROARING X82 DENVER ER & RI -DE µEQ , T TY VICINITY MAP GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. NOTES & LEGEND: 1. THE JURISDICTIONAL BOUNDARIES INDICATED ON THIS PLAN HAVE BEEN DELINEATED BY AQUATIC AND WETLAND COMPANY AND CONFIRMED BY SUE NALL OF THE ARMY CORPS OF ENGINEERS ON JUNE 18, 1996 AND JULY 9, 1997 (ACOE REFERENCE #199275069). 2. BASIS OF BEARING FOR THE SURVEY IS A BEARING OF S 89'51'34" W BETWEEN THE WITNESS CORNER TO THE NORTHWEST CORNER OF SECTION 31 AND THE NORTHWEST CORNER OF SAID SECTION 31. 3. THE EXISTING POWERLINE ALONG THE EASTERLY BOUNDARY OF THE SUBDIVISION HAS AN EXISTING 12.50 FOOT WIDE UTILITY EASEMENT (REC. NO. 355739). 4. CONSTRUCTION OF BRIDGES SHOULD DISTURB AS LITTLE WETLAND AREA AS POSSIBLE AND SHALL BE LIMITED TO A CORRIDOR 50' WIDE. AREAS SUBJECT TO PERMANENT DISTURBANCE SHALL BE RESTORED TO ORIGINAL CONDITION. DWET LAND TYP. X FENCE LINE OPROPOSED CROSSING NUMBER TEMPORARY DISTURBED WETLAND AREA mmPERMANENT DISTURBED WETLAND AREA N N F- N W z W H W J O F- D 0 U zz in Z Z ZZ Q H Q Q N W CL N o 0 Q U O Q O z U O 0 Cr Q zo Q p w0 N _ J w N ~ N (n W 3 U Z U _z ct� 0 Z N N z N N N O Of O U u U U < U N N a N o 0 0 z o z Q za Q Q J J x -i W ~ 3 3 3 a w 00 w � w o N co N � w o w w � a of 00 00 00 w Q In 0 rl\ 0 N \ M N O 00 rn � CO LLJ do a O 3 N N 0 N LlJ Lv W K Y Q J sC4 MZo QR za) u U �� Cl) U �N Z 0 0 Z Z m O C CIL Z J Q0 O u�W M 0< FZ U J Z U D PROJECT NO. 89074.08 SHEET 4 OF 16 � I m i I -LOT 1 1 \ LOT i L - - 1Z - J LOT 4 OT 2 0 - ---.� 8+00 I - ,ry\ N I 2+p0 R20.0' PROPOSED CULVERT 37f LF ADS N-12 WITH F.E.S. _ c 1� I '� 3+ 7'TM00_ 0� J Rc1 ' +00 ® 1.0% MINIMUM INV IN = 6267.0 INV OUT = 6266.6 _ / 0 4+ 5+00 I RC2 i I o RZ00 _ x� a 62 n I \aC \ ^o. \ II c + i 9x 87.3 p Ts 9x,' �- , Q. \ I Op GRAPHIC SCALE CL 73 * _ 6� C4 , - -` } 50 0 25 50 100 zoo Q R 5�S Ory ��50_ 'Syp, / ' C) 12+00 Q / � ( IN FEET ) p - - - -- -- - - ' 1 inch = 50 ft. VERTICAL SCALE: I" = 5' 00 0 I % C 0 Q dO w QL w N a_ a_I CL - 20. - LOT 13 '� N i irI PROPOSED CURVE TABLE N w ~ Llj + \ `\ C14 p---'/ I III�j___' CURVE RADIUS RCI RC2 LENGTH TANGENT CHORD 150.00 90.24 46.53 350.00 209.56 108.04 88.89 206-46 BEARING DELTA N8423 22-E 34'28 it 5841 8'32'W 34'18 32 L'i O U li I' - (j.26✓ RC3 135.00 190.98 115.41 175.44 N60'5613 E 81'0309 7? ' ` RC4 100.00 121.46 69.49 114.13 555'1220W 69'3527 x LOT 12 \ RC5 261.69' Cf3 \ � 0 \ 0 /• \ \ \ \ I I �` O RC6 RC7 RCB 124.49 63.44 100.00 77.92 41.06 100.00 58.99 30.38 200.00 45.25 22.72 123.32 75.96 58.14 45.16 576'2910E 2T520 N393012 -W 4A'38'38" 546.1 '5 w 33'47 53 546'11 57 E 12'57 50 \ \ \ \ \ I JJJ \ I ( �' RC9 RC10 RC11100.00' 100.00 17.75 8.90 200.00 4.40 2.20 100.00 32.02'16.15 17.72 4.40 31.89 S73VI57 E 101005 N77'2910 W 017540 x \ 1pp 0 of �. n' / \ ,I I ' 'I / RC1 RC73 RC14 2356 100.00 . 11.83 100.00 27.01 13.59 50.00 23.50 26.93 564'42 34 E 18'20 50 S62'17 05 E 13.29 53 561'1743 E 15'28'36 N . L \ oil rt - _ \ I 11 I I RC15 35.76 18.68 30.00 44.24 27.25 35.00 x0.34 505'54 58-W 40'58'45" 577'59 54 w 8a79 27 W � o Q WZU8 PVI STA = 1+50 Z Q v PVI STA = 3+00 PVI ELEV = 6268.04 A.D. _ -1.20 PVI ELEV = 6269.09(� A.D. = 2.30 K = 21,74 ¢ x Z llJto QQ K = 66.67 PVI STA = 5+25 PVI ELEV = 6263.76 80.00' VC 50.00' VC LEGEND o U ELEV = 6261.22 LOW POINT ELE'J = 6260.61 A.D = 50 6263.06 PVI STA = 7+00 K = 100.00 PVI ELEV = u7 CO N EXISTING CONTOUR HIGH POINT HIGH POINT STA = 11+10.59 PVI STA = 11+30 .:, n PVI ELEV = 6261.29 LOW POINT STA = 8+99.41 PVI STA = 8+80 PVI ELEV = 6260.54 A.D. _ -1.00 K = 150.00 I 150.00' VC N 150.00' VC o n 1n + I - --e `� N N tO N rn + c°'o ^ m _ N + N U 41 `O u 4i m > PROPOSED PROPOSED CONTOUR RIGHT OF WAY A.D. _ -1.70 K = 35.29 I 60.00' VC A.D. = 1.70 K= 35.29 --- 60.00' VC O cii °' m U w N m > + N m > C) < N W > N h M N t0 N 0 m m w > ''' O �3 0% 6270 - - --- - PROPOSED PROPOSED ROAD CENTERLINE EASEMENT BUILDING ENVELOPE O O^0 O O e o + + O te70 N Oi o + r N `O m U W U W I m > w > -G.7D% __ 4 PROPOSED PROPOSED BOUNDARY AND LOT LINE EDGE OF ASPHALT 2 N 00 N 0 m > 01 N > U m > U W U o^ PROPOSED ASPHALT V z (( Wm W w m w w N < O Lu 6260 -� a s zo T-�- 2/� _..--- ------- XO ~ -1.40x_ a w Q J EXISTING ASPHALT W 0 305.1w -- / 0 0 Z _ _ APPROXIMATE EXISTING GROUND J + o =< 6260 J PROPOSED CENTERLINE PROFILE 0: U 2, O !n U o± a a _. Q< N I n o N EDGE OF CUL-DE-SAC STATION 11+12.5 O Co + o m > J o = a 6250 w O J > 0- CENTER OF CUL-DE-SAC STATION 11+77.5 S ~ Q ELEV = 6260.62 o� ZQ �o Q LL -Z - - PROPOSED CENTERLINE ELEVATION APPROXIMATE EXISTING CENTERLINE ELEVATION m w H Z (n -i Z a LL DATUM ELEV F' U1 M p0 �O O N MN 00 O 0 O 0r �0 001 O O O t0 <0 0 O?� Nr7 nm N N 010 0 (0 010 1Oa Lo <`+°n' '°n m rna `„o �rn NM nN h� �� M� a �0 I�h 01� m 1"1 0 0 0 t0 10 t0 0 N <p N c0 N 10 N 10 N N 0 N 0 0 t0 N N 6240.00 ya ^r1 tom m^ 006 p� pj O 0 t0 N O�L tp 100 100 N t0 10 10 t0 t0 10 N N N N �O (0 i0 0 N N N N� N N� N N N N NN NN N ON 10N tON N N T�O N N N N �N ON t0� t00 10� t0� 100 10� 0 1p c0 t0 0 <p0 100 �p0 1p� 10 0 0 0 t0 0 0 t0 i0 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 P ELIMINA Y PROJECT NO. i00 11+00 10+00 9+00 CENTERLINE PROFILE - ST. FINNBAR DRIVE Z o 5-20-98 ti 89074.08 NOTE: STATION 1+00 TO 12+00 STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT �+ D��� SHEET 7 OF 16 PVI STA = 13+00 PVI ELEV = 6258.91 A.D. = 0.80 K = 74.74 r— 60.00 VG ---I PROPOSED FINISHED ROAD SURFACE FILL BELOW ROAD APPROXIMATE 100 YR FLOODPLAIN ELEVATION � oo EDGE OF CUL -DE -SAC - Z + STA 12+42.5 0 APPROXIMATE EXISTING GROUND N 00 O II N O BE REMOVED < `0 II m> a G = 1-35' 3 SIDED BRIDGE lfl:O TER OF STRUCTURES 2-25' 3 SIDED BRIDGES CHANNEL 2-20' POST TENSIONED SLABS ATION OF HIGH POINT ELEV = 6261.22 HIGH POINT STA = 11+10.59 PVI STA = 11+30 PVI ELEV = 6261.29 A.D. _ -1.70 I K = 35.29 1 o 60.00' VC O ro 0 O N + > W o + N N U U m > W- � > m W W l(o 1.407 -- Z 626C —� o U`a i N EDGE OF CUL-DE-SAC Q -I^ 5d GSI+ h STATION 11+12.5 w Q 6250 r CENTER OF CUL-DE-SAC STATION 11+77.5 ELEV = 6260.62 19+00 18+00 17+00 16+00 15+00 14+00 1s+UU 11+00 10+ PROPOSED CENTERLINE PROFILE, DRIVEWAY TO LOTS 5 AND 6 NOTE: STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT. LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED RIGHT OF WAY PROPOSED ROAD CENTERLINE PROPOSED EASEMENT PROPOSED BOUNDARY AND LOT LINE PROPOSED EDGE OF ASPHALT - - - PROPOSED GUARD RAIL PROPOSED ASPHALT GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. LOW POINT ELEV = 6260.01 VERTICAL SCALE: 1" = 5' LOW POINT STA = 1+71.43 PVI STA = 1+65 PVI STA = 2+81.29 PVI ELEV = 6259.97 PVI ELEV = 6260.44 A.D. = 1.40 A.D. = 0.35 K = 21.43 K = 71.61 30.00' VC 25.00' VC O F- N O D 0 O O tr N n n 0 0 + m mCj °D 0 "> 0 0 + APPROX. FLOODPLAIN + N + N J II ELEVATION m 6260 "� m N tO U w U w U L,J VI l41 6 41 ai W m >W > > > > + N m W m m W W N rn SED ROADOSURFACE FINISH N FN- / O 0.757 Z `APPROXIMATE EXISTING LOCATION OF GROUND STA 1+65 = EDGE OF CULDISAC S7SEACTION2+22 C -C PROPOSED 25'--////4 5' APPROXIMATE CENTER 3 SIDED BRIDGE OF CHANNEL 6250 APPROXIMATE EXISTING CENTERLINE ELEVATION DATUM BLEU 6245.00 AND LOTS 8-11 Z 0 'W j O LL �0 CLi LLL U z Q M LQ Z O a - LL J PROJECT N0. 89074.08 SHEET 8 OF 16 O O / 0 0 N � LOT 9 Z + W O N O U N N + z p II N Q vN w e + N O APPROXIMATE EXISTING GROUND w0 O ~ Q W w tLLo c- Q -0.70% _ II� LOT 11 / LOT 10 - I X X / _ u X x X PVI STA = 2+00 PVI ELEV = 6267.53 GRAPHIC SCALE A.D. = 1.20 PVI STA = 5+00 K = 83.33 50 0 za s0 _ 100 200 PVI ELEV = 6265.13 100.00' VC A.D. = 0.10 K = 1000.00 ( IN FEET j 100.00' VC 1 inch = 50 ft. n O u? VERTICAL SCALE: °0 1" = 5' o +`O N N N + p m o u N > w + % m > +¢ > U m N N W U PROPOSED FINISH W V) I:i -... - - m�' CENTERLINE PROFILE w > (6270 -2,00% O a Xz O O ¢ tL tiO O U ¢ �+Z �= J I� J Q In ¢ a: Ln + Z 260 H < x III, X N W III w { W w m O o I II � I PROPOSED CURVE TABLE CENTERLINE PROFILE FOR ROAD TO LOTS 8-11 W/ EMERGENCY ACCESF NOTE: STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT. LEGEND EXISTING CONTOUR _ PROPOSED BOUNDARY AND LOT LINE PROPOSED CONTOUR PROPOSED EDGE OF ASPHALT PROPOSED RIGHT OF WAY PROPOSED ASPHALT — — PROPOSED ROAD CENTERLINE — PROPOSED EASEMENT EXISTING ASPHALT LOW POINT ELEV = 6255.63 LOW POINT STA = 2+03.33 PVI STA = 1+90 PVI ELEV = 6255.55 A.D. = 3.00 K = 13.33 I 40.00' VC N O O PROPOSED FINISHED 'i + 'o GROUND SURFACE + N N N � f%1 N > W > Wu m > W m LOCATION OF SECTION B -B STA 2+20 6260 APPROXIMATE EXISTING GROUND 6250 PROPOSED 25' 3 SIDED BRIDGE APPROXIMATE EXISTING PROPOSED CENTERLINE ELEVATION CENTERLINE ELEVATION DATUM ELEV 6245.00 2+00 1+00 CENTERLINE PROFILE FOR ROAD B CROSSING B, DRIVEWAY TO LOT 7 Z 0 CO 2! CA W C) < -i CTI a: 0 cr C% d. L Uz � Ua M as _z -i(L U) PROJECT NO. 89074.08 SHEET 9 OF 16 x " I iii O' 4 Il - 4 a 0 O PROPOSED CULVERT h - . o > � IF.E.S. 22t LF ADS N-12 WITH ®1.0% MINIMUM\ INV /S x00 1+001 IN = 6266.0 INV OUT = 6265.8 Q \ \ �` PC 7 � \ 2+83.3 � I ---i I - 1 IWETLANDS GD WEOSSING -- -.. IAD13 1 w e� � --- o \ F- a w X X / _ u X x X PVI STA = 2+00 PVI ELEV = 6267.53 GRAPHIC SCALE A.D. = 1.20 PVI STA = 5+00 K = 83.33 50 0 za s0 _ 100 200 PVI ELEV = 6265.13 100.00' VC A.D. = 0.10 K = 1000.00 ( IN FEET j 100.00' VC 1 inch = 50 ft. n O u? VERTICAL SCALE: °0 1" = 5' o +`O N N N + p m o u N > w + % m > +¢ > U m N N W U PROPOSED FINISH W V) I:i -... - - m�' CENTERLINE PROFILE w > (6270 -2,00% O a Xz O O ¢ tL tiO O U ¢ �+Z �= J I� J Q In ¢ a: Ln + Z 260 H < x III, X N W III w { W w m O o I II � I PROPOSED CURVE TABLE CENTERLINE PROFILE FOR ROAD TO LOTS 8-11 W/ EMERGENCY ACCESF NOTE: STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT. LEGEND EXISTING CONTOUR _ PROPOSED BOUNDARY AND LOT LINE PROPOSED CONTOUR PROPOSED EDGE OF ASPHALT PROPOSED RIGHT OF WAY PROPOSED ASPHALT — — PROPOSED ROAD CENTERLINE — PROPOSED EASEMENT EXISTING ASPHALT LOW POINT ELEV = 6255.63 LOW POINT STA = 2+03.33 PVI STA = 1+90 PVI ELEV = 6255.55 A.D. = 3.00 K = 13.33 I 40.00' VC N O O PROPOSED FINISHED 'i + 'o GROUND SURFACE + N N N � f%1 N > W > Wu m > W m LOCATION OF SECTION B -B STA 2+20 6260 APPROXIMATE EXISTING GROUND 6250 PROPOSED 25' 3 SIDED BRIDGE APPROXIMATE EXISTING PROPOSED CENTERLINE ELEVATION CENTERLINE ELEVATION DATUM ELEV 6245.00 2+00 1+00 CENTERLINE PROFILE FOR ROAD B CROSSING B, DRIVEWAY TO LOT 7 Z 0 CO 2! CA W C) < -i CTI a: 0 cr C% d. L Uz � Ua M as _z -i(L U) PROJECT NO. 89074.08 SHEET 9 OF 16 m \ I Z61 Z I / I / �\ X00 LOT I w \ X/ / 1 LOT 4 \ II - -- --LOT_ 2 - / LOT i — 1 _ \ \ �0 PROPOSED MH A6 = PROPOSED MH B1 I w PROPOSED MH A8 r \\ / / Z I / O 05 LOT 7 \ \ \ \ N 9642.38 E 8673.69 N 9624.6.5 E 9178.69 -_ETC LLJ \ � o 013 I i ET \� 0 _� OJ13 _ G ETC G C 9 _ETC L� I pe s+oo - -� - G G. SS-7`�S +051 3+0 0 C S n / (3j/ 2i+Do s tih 26+00 s �� 8 29+00 / / 0 \ ,, n INSTALL DRY HYDRANT IN LOT 4 T -SS +42.6 _ _ / ?+00 - CENTER OF CUL-DE-SAC (SEE DETAIL SHEET) N PROPOSED MH A9 N 9575.28 E 9575.28 \ I w LIG U) i o / LOT 8 - - - 00 opin o 0 � LOT 13 LEGEND w w I a \ \ \ /SS - / o LOT 9 x � PROPOSED MHA PROPOSED MH C1 / \ 9406.3 / _FM -FM SS © SS PROPOSED SEWER FORCE MAIN PROPOSED SEWER PIPE PROPOSED SEWER MANHOLE OR CLEANOUT PROPOSED SEWER SERVICE 0LL) w O Y U Q In w J E \ E 5 / \ / LOT 12 / / E -UE- ETC ETC PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND ELECTRIC, TELEPHONE, AND CABLE F _ • PROPOSED ELECTRIC X -FMR & PED FOR TELEPHONE AND CABLE • G G PROPOSED ELECTRIC SPLICE VAULT PROPOSED GAS LINE u N \ / / \ \ J \ \ -- LOT OR BOUNDARY LINE PROPOSED EASEMENT/SETBACK uy� O GRAPHIC SCALE 50 0 25 50 100 200 �� PROPOSED ROAD OR DRIVEWAY � = wku Q � IL r ( IN FEET) n < 1 inch = 50 ft. n < = ID U °D N _� VERTICAL SCALE: 1" = 5'N a= N 00 UQ1 =2� IIS N ¢< SSf 00 w<= _ aha co V OMON 0)< =� �'. 11(ow *N II NCO a w 21<-�j I O0NON M2N fp Np rn 1�0` II 00oNoi n + 2 r- �N < WZZp ONNo <�»7 0!2WzzZ)o <�'zzz APPROXIMATE EXISTING GROUND NNS + JZD < W -O 8" SDR 35 2 E WETLANDS CROSSING SECTION - - -' _ 8" SDR 35 401 LF O 0,900X W 0 0.500X 293 LF EXISTING CHANNEL / 8" SDR 35 ---- 00.700X _ 389 LF --- 8- SDR 35 z LL O W 01.000% O 0 o a� 416 LF W -�� CL O m U)Z �o �Ez W CONCRETE ENCASE SEWER PIPE UNDER CHANNEL CROSSING r J a w j J Z AND WHERE 3.5' OF COVER CAN = z a (L ...I NOT BE MAINTAINED. :p LL C) IY W o U� f- w z O W '� z � cn a z O >- 0.ELQ z a O N 00 N LO N 46 Lf) O^ n OD OO W 01 0) O O O O ci 6 6 10 tN0 � � �* N OO N 10 N (O N � N OO N 10 N !D N 10 N OO N �O N l0 N OO N tD N ID N OO N to N t0 N (O N '� N r0 N tD N OD N 10 N OO N (p CD N t0 N 10 10 N tp 10 N Op * PRELIM NA Y PR PROJECT NO. -- 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 89074.08 � 5-20-98 � ti PROPOSED SEWER PROFILE MH A6 - MH A9 ��STR�G`� SHEET „ OF 16 s *\7- \fix J i LL 0 o � ° ct Q Q O w00 m WQ E jLLJ J Q =z < �a- \ a:o ss LOT 4 J z 0w \e�° \ \ \ PROPOSED MH A6 = PROPOSED MH 81 N 9642.38 Q ro LOT 7 \ \ \ E 8673.69 I I I *05. 7`SS 3*00 02° 2+00i LOT 8 LOT Ile � J WETLANDS CROSSING SECTION EXISTING CHANNEL J JIQ SDR 35 W O 1.000% 416 LF W W CONCRETE ENCASE SEWER PIPE UNDER CHANNEL CROSSING Z AND WHERE 3.5' OF COVER CAN _I NOT BE MAINTAINED. 2 L 15+00 16+00 17+00 18+00 389 LF 19+00 20+00 6 0.700% I I � LOT3� LOT 1 l _LOT2---� i w rPROPOSED MH A8 ; �'T I� I O N 9624.65 \ E 9178.69 w of 5 ETC E T G_ EG ETC G / 6+pp C�1 rC � \ I G EZG / � E — — c5 Oti^� tih00 / � 27+00 O S� I / INSTALL DRY HYDRANT IN LOT 4 9+42 iCENTER OF CUL-DE-SAC __ — (SEE DETAIL SHEET) / N PROPOSED MH A9 N 9564.92 I E 9575.28 O O n U) I i ryx d LOT 13 PROPOSED C MH = * PROPOSED MH C1 N 9406.50 / � E 8982.63 LOT 12 i GRAPHIC SCALE APPROXIMATE EXISTING GROUND 8" SDR 35 2'3 LF ( IN FEET ) 1 inch = 50 ft. VERTICAL SCALE: 1" = 5' 0 0.500% 21+00 22+00 23+00 — PROPOSED SEWER PROFILE MH A6 — MHA9 8" SDR 35 401 LF LEGEND FII FII PROPOSED SEWER FORCE MAIN SS SS PROPOSED SEWER PIPE ® PROPOSED SEWER MANHOLE OR CLEANOUT SS PROPOSED SEWER SERVICE UE UE PROPOSED UNDERGROUND ELECTRIC ETC ETC PROPOSED UNDERGROUND ELECTRIC, TELEPHONE, AND CABLE PROPOSED ELECTRIC X -FMR & PED FOR TELEPHONE AND CABLE • PROPOSED ELECTRIC SPLICE VAULT G G PROPOSED GAS LINE LOT OR BOUNDARY LINE -- -- PROPOSED EASEMENT/SETBACK PROPOSED ROAD OR DRIVEWAY I m O 0.900% 28+00 8" SDR 35 29+00 Q O 0 z 00 CY) N a F -o o0 L.1 W N a w ui W Y Q O O U O PROJECT N0, 89074.08 SHEET 11 OF 16 J Z 0 LL 0 o ir Z a- ct Q Q O w00 m WQ E jLLJ J Q =z < �a- Huo 8 a:o a:wLu J z 0w 0- `Q Z Q ro PROJECT N0, 89074.08 SHEET 11 OF 16 PROJECT N 89074.0 SHEET 1: OF 1' 0 O 0C Z Z o m cA % LU. �0 w� cn Ecr: J _ ~ Z Q Q o0 a:W� mi 0 m w Z Z 01 C Q C a_ H PROJECT N 89074.0 SHEET 1: OF 1' EXISTING CREEK Cl Omox = LEGEND EXISTING CONTOUR PROPOSED CONTOUR — — PROPOSED RIGHT OF WAY — PROPOSED ROAD CENTERLINE DIRECTION OF FLOW/ DRAINAGE — PROPOSED BOUNDARY AND LOT LINE EXISTING WETLANDS BOUNDARY PROPOSED ASPHALT EXISTING ASPHALT GRAPHIC SCALE 0 50 100 200 100 ( IN FEET ) 1 inch = 100 ft. 00 0) � m of o CL d a N Lu w ~ I (c7 w w W O Y Q J o 0 U l z 04 i Z O WW n (�Z( 5 O' Z¢ W W w (D n U co O" , U ONINi a) 2 oj �o m Z wEi � Q < Cc 0 LL o PROJECT NO, 89074-08 SHEET 13 OF 16 TOP 2" CRISPIN AIR GROUND ELEV. CONCRETE BLOCKS FOR SUPPORT AS NECESSARY HOMESTEAD LUBRICATED PLUG VALVE W/ 2" I"PFN NUT ,)RR APP. EOUAL " FORCE MAIN VAL` WITH OR WITi STRAIGHT RUNS 'PROPRIATE ELL REQ'D.) USE APPROVED CIRCULAR PREFABRICATED CONCRETE VAULT WITH LOCKING COVER. VALVE BOX ASSEMBLY AND COVER SHOULD BE APPROPRIATE FOR LOADING CONDITIONS ANTICIPATED. - OPTIONAL CONCRETE RING F GOOSE NECK DOWN PIN SU 20 SEWA UUM VALVE & 2-45' BENDS VALVE a I JI 2" C900 TO 2" IPS ADAPTOR 2"X2" SOLVENT WELD SCHEDULE 40 WYE L— 2"X2" FPT TEE 2" MALE ADAPTOR 2" TIREADED CAP 'E BOX AND CLEANOUT ARR JOUT AIR /VAC. ALONG AND AT CHANGES IN DIRECT N T l 8' PERF PERFORATED RISER SECTION(S) ORATED FROM CURTAIN —� DRAIN SLOPE ® 0.57 TO FIRE HYDRANT D GRADE o I 5' 10' NIDE BAND OF 7� 1-1/2" /2" CRUSHED ROCK AROUND WELL CASING. o a FROM CURTAIN DRAIN d �) SLOPE @ 0.5% 1' (TYP) O NOTE: 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478 2, BACKFILLUND STRUCTURE WITH COMPACTED -1'CRUSHED STONE, TION OTO TOP OF PERFORATED SECTIONS. T 2' SHOULDER TYPICAL FILL SECTION 3:1 MAX. 10' OR 8' 2% 10' OR 8' ASPHALT 2% 4" CLASS 6 AGGREGATE BASE —I 8" CLASS 3 AGGREGATE BASE COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR (IF PIT RUN SUBGRADE NOT ENCOUNTERED) STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. TYPICAL ROAD SECTION 2' SHOULDER 6' --; 6 2" ASPHAL TYPICAL FILL SECTION —1 3:1 MAX. / 2%— 2% 1 2' SHOULDER r 18" MAX. TYPICAL CUT SECTION 2:1 MAX. 2' SHOULDER 6" CLASS 6 AGGREGATE BASE 8' CLASS 3 AGGRLGAIE BASE COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR (IF PIT RUN SUBGRADE NOT ENCOUNTERED) STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TOGA MINIMUM OF 8" DEPTH TO 95% STANDAkD PROCTOR. i EMERGENCY ROAD SECTION N. T "D. DRY HYDRANT DETAILS 50't L.F. r— 20' MIN. PLAN N �— CURTAIN DRAIN TYP. BOTH SIDES, 50't L.F. PERFORATED PVC PIE (TYP.) \I,,-- MANHOLE 6" DI.P - STANDARD FIRE HYDFANT ASSEMBLY W/ LOCKING ASSEMBLY BACKFILL FINISHED GRADE TOPSOIL & VARIES UPPER SOIL \1 DRAINAGE FABRIC ° o CRUSHED ROCK 6" TO 12" DIA. PERFORATED o 0 o PVC PIPE GRANULAR WATER 7' i BEARING ALUVIUM %1 0 4 _3' MIN— CURTAIN DRAIN DETAIL N•3 TYPICAL CUT SECTION 2:1 MAX. ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. F TRAFFIC FLANGE9 ih TF �C 20' MIN. THRUST BLOCK 4 44 WET WELL SEE DETAIL r THIS SHEET d 0 6" D.I.P. 1/2 CU. YD. GRAVEL DRAIN MATERIAL SET HYDRANT ON 8"x 18"x 24" CONCRETE OR STONE SLAB PROVIDE A MINIMUM OF (3)-3/4"0 — TIE RODS, ASPHALT COATED FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL %T QENERAL AND UTILITY NOTES i. THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES, THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTON AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. -2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE ALL EARTHWORK, ROAD CONSTRUCTION AND UTILITY CONSTRUCTION. 3. ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAY AND Z DRAINAGE FACILITIES SHALL MEET OSHA REQUIREMENTS. L 4. ALL CONSTRUCTION TO BE IN CONFORMANCE NTH THE LOCAL GOVERNING ENTITY'S � RULES AND REGULATIONS. Of 5. COMPACTION OF ROADWAY MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO GARFIELD COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. 95X STANDARD PROCTOR IS REWIRED FOR ALL ROAD CONSTRUCTION AND TRENCH BACKFILL UNDER THE ROADWAYS, UNLESS OTHERWISE NOTED. 6. ALL UTIUTIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE STREET RIGHT-OF-WAY AND THE FILING SITE. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. ENSURE DRAINAGE AWAY FROM ALL STRUCTURES (EXCEPT DRAINAGE) IN ALL DIRECTIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALLOW MOVEMENT TO ALL EXISTING ACCESSES DURING CONSTRUCTION. w 10. IT IS THE RESPONSISIUTY OF THE CONTRACTOR TO AVOID POTENTIAL POLLUTION FROM Q CONSTRUCTION EQUIPMENT AND THE STORAGE OF ON-SITE MATERIALS. WRITTEN PRACTICES FOR THE MITIGATION OF THE ABOVE IS REQUIRED. 11. SOILS THAT ARE TRACKED OFF THE SITE ARE TO BE CLEANED UP ON A REGULAR SCHEDULE. Z rr 12, WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY'S RULES AND REGULATIONS, 13. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH GARFIELD s N COUNTYS RULES AND REGULATIONS. F- 10 Or O_ N W 14. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS UJ MARKED UP TO INDICATE ALL AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE L PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL. THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM W PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL N F- w SERVICE LINES. ui K Y Q J p 0 V D L_ 15, ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTON BY THE DISTRICT AND ITS REPRESENTATIVES. THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE APPROVED DRAWINGS AND SPECIFICATIONS. 16. EXTEND UTIUTY SERVICES TO THE BACK OF THE UTILITY EASEMENT. 17. ALL WATER MAINS SHALL BE INSTALLED WITH A 5.5 FT. MINIMUM DEPTH OF COVER, SERVICES 6 FT. COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. I 18, ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 35 FEET, 19. CONTRACTOR TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS, SEE SPECIAL CONDITIONS. 20. THE COUNTY ENGINEER AND THE OWNER ARE TO BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO ANY UTILITY CONSTRUCTION. 21, MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE. SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN, OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REQUIREMENTS. WHERE THE 10 FOOT SEPARATION IS NOT POSSIBLE. CONSTRUCTION SHALL BE AS DIRECTED BY THE ENGINEER 22. ALL UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR AND COMPACTION TEST RESULTS SUBMITTED TO THE COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. 23. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE-IN POINTS PRIOR TO CONSTRUCTION. 24. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL BE BROUGHT TO 1/4- BELOW FINISHED GRADE ELEVATONS. 25. MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO THE PAVEMENT. PRECAST ADJUSTING RINGS SHALL BE USED TO ADJUST RIM ELEVATIONS TO FINAL GRADE. THE MAXIMUM ACCEPTANCE VERTICAL ADJUSTMENT IS 12 INCHES. 26. ALL CONDUIT, PULLSOXES, VAULTS, APPURTENANCES AND TRENCHING FOR THE SHALLOW UTILITIES SHALL CONFORM TO EACH SPECIFIC UTILITY'S RULES ANO REGULATIONS. THE CONTRACTOR WILL COORDINATE THE SHALLOW UTILITY INSTALLATION NTH: GAS: KN ENERGY, JEFF SCHREEVE (970) 328-1255 ELECTRIC: HOLY CROSS ELECTRIC ASSOC.. JOHN BOYD (970) 949-5892 TELEPHONE & CABLE TV: P.T.I., MICHAEL BAKER (800) 421-6433 27. LOCATE UTILITY VAULTS AND PULLBOXES WITHIN THE UTIUTY EASEMENT AND BEHIND ANY ROADWAY DITCHES. IF NECESSARY RIPRAP THE DITCH LOCATION WHERE ADJACENT TO UTILITY VAULTS AND PULLBOXES. 28. SEWER SERVICES TO BE 6" UNLESS OTHERWISE SPECIFIED. of f¢W}LL } U Urn�� ICU ii L LOCKING COVER d O 36" MIN. wu W J C TIE DOWN STRAP -J �C LJ a =z Q p0 J F_ PROVIDE FOR w M ti LxLI IE ENTRANCE AND EXIT OF PRESSURE SEWER THROUGH WALLS OF VALVE VAULT AT ANGLES REQUIRED BY CHANGE IN DIRE- CTION. IF ANY 2" C900 CLASS 150 CONCRETE BLOCKS FOR SUPPORT AS NECESSARY HOMESTEAD LUBRICATED PLUG VALVE W/ 2" I"PFN NUT ,)RR APP. EOUAL " FORCE MAIN VAL` WITH OR WITi STRAIGHT RUNS 'PROPRIATE ELL REQ'D.) USE APPROVED CIRCULAR PREFABRICATED CONCRETE VAULT WITH LOCKING COVER. VALVE BOX ASSEMBLY AND COVER SHOULD BE APPROPRIATE FOR LOADING CONDITIONS ANTICIPATED. - OPTIONAL CONCRETE RING F GOOSE NECK DOWN PIN SU 20 SEWA UUM VALVE & 2-45' BENDS VALVE a I JI 2" C900 TO 2" IPS ADAPTOR 2"X2" SOLVENT WELD SCHEDULE 40 WYE L— 2"X2" FPT TEE 2" MALE ADAPTOR 2" TIREADED CAP 'E BOX AND CLEANOUT ARR JOUT AIR /VAC. ALONG AND AT CHANGES IN DIRECT N T l 8' PERF PERFORATED RISER SECTION(S) ORATED FROM CURTAIN —� DRAIN SLOPE ® 0.57 TO FIRE HYDRANT D GRADE o I 5' 10' NIDE BAND OF 7� 1-1/2" /2" CRUSHED ROCK AROUND WELL CASING. o a FROM CURTAIN DRAIN d �) SLOPE @ 0.5% 1' (TYP) O NOTE: 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478 2, BACKFILLUND STRUCTURE WITH COMPACTED -1'CRUSHED STONE, TION OTO TOP OF PERFORATED SECTIONS. T 2' SHOULDER TYPICAL FILL SECTION 3:1 MAX. 10' OR 8' 2% 10' OR 8' ASPHALT 2% 4" CLASS 6 AGGREGATE BASE —I 8" CLASS 3 AGGREGATE BASE COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR (IF PIT RUN SUBGRADE NOT ENCOUNTERED) STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. TYPICAL ROAD SECTION 2' SHOULDER 6' --; 6 2" ASPHAL TYPICAL FILL SECTION —1 3:1 MAX. / 2%— 2% 1 2' SHOULDER r 18" MAX. TYPICAL CUT SECTION 2:1 MAX. 2' SHOULDER 6" CLASS 6 AGGREGATE BASE 8' CLASS 3 AGGRLGAIE BASE COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR (IF PIT RUN SUBGRADE NOT ENCOUNTERED) STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TOGA MINIMUM OF 8" DEPTH TO 95% STANDAkD PROCTOR. i EMERGENCY ROAD SECTION N. T "D. DRY HYDRANT DETAILS 50't L.F. r— 20' MIN. PLAN N �— CURTAIN DRAIN TYP. BOTH SIDES, 50't L.F. PERFORATED PVC PIE (TYP.) \I,,-- MANHOLE 6" DI.P - STANDARD FIRE HYDFANT ASSEMBLY W/ LOCKING ASSEMBLY BACKFILL FINISHED GRADE TOPSOIL & VARIES UPPER SOIL \1 DRAINAGE FABRIC ° o CRUSHED ROCK 6" TO 12" DIA. PERFORATED o 0 o PVC PIPE GRANULAR WATER 7' i BEARING ALUVIUM %1 0 4 _3' MIN— CURTAIN DRAIN DETAIL N•3 TYPICAL CUT SECTION 2:1 MAX. ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED. F TRAFFIC FLANGE9 ih TF �C 20' MIN. THRUST BLOCK 4 44 WET WELL SEE DETAIL r THIS SHEET d 0 6" D.I.P. 1/2 CU. YD. GRAVEL DRAIN MATERIAL SET HYDRANT ON 8"x 18"x 24" CONCRETE OR STONE SLAB PROVIDE A MINIMUM OF (3)-3/4"0 — TIE RODS, ASPHALT COATED FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL %T QENERAL AND UTILITY NOTES i. THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES, THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTON AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. -2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE ALL EARTHWORK, ROAD CONSTRUCTION AND UTILITY CONSTRUCTION. 3. ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAY AND Z DRAINAGE FACILITIES SHALL MEET OSHA REQUIREMENTS. L 4. ALL CONSTRUCTION TO BE IN CONFORMANCE NTH THE LOCAL GOVERNING ENTITY'S � RULES AND REGULATIONS. Of 5. COMPACTION OF ROADWAY MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO GARFIELD COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. 95X STANDARD PROCTOR IS REWIRED FOR ALL ROAD CONSTRUCTION AND TRENCH BACKFILL UNDER THE ROADWAYS, UNLESS OTHERWISE NOTED. 6. ALL UTIUTIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE STREET RIGHT-OF-WAY AND THE FILING SITE. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. ENSURE DRAINAGE AWAY FROM ALL STRUCTURES (EXCEPT DRAINAGE) IN ALL DIRECTIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALLOW MOVEMENT TO ALL EXISTING ACCESSES DURING CONSTRUCTION. w 10. IT IS THE RESPONSISIUTY OF THE CONTRACTOR TO AVOID POTENTIAL POLLUTION FROM Q CONSTRUCTION EQUIPMENT AND THE STORAGE OF ON-SITE MATERIALS. WRITTEN PRACTICES FOR THE MITIGATION OF THE ABOVE IS REQUIRED. 11. SOILS THAT ARE TRACKED OFF THE SITE ARE TO BE CLEANED UP ON A REGULAR SCHEDULE. Z rr 12, WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY'S RULES AND REGULATIONS, 13. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH GARFIELD s N COUNTYS RULES AND REGULATIONS. F- 10 Or O_ N W 14. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS UJ MARKED UP TO INDICATE ALL AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE L PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL. THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM W PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL N F- w SERVICE LINES. ui K Y Q J p 0 V D L_ 15, ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTON BY THE DISTRICT AND ITS REPRESENTATIVES. THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE APPROVED DRAWINGS AND SPECIFICATIONS. 16. EXTEND UTIUTY SERVICES TO THE BACK OF THE UTILITY EASEMENT. 17. ALL WATER MAINS SHALL BE INSTALLED WITH A 5.5 FT. MINIMUM DEPTH OF COVER, SERVICES 6 FT. COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. I 18, ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 35 FEET, 19. CONTRACTOR TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS, SEE SPECIAL CONDITIONS. 20. THE COUNTY ENGINEER AND THE OWNER ARE TO BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO ANY UTILITY CONSTRUCTION. 21, MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE. SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN, OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REQUIREMENTS. WHERE THE 10 FOOT SEPARATION IS NOT POSSIBLE. CONSTRUCTION SHALL BE AS DIRECTED BY THE ENGINEER 22. ALL UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR AND COMPACTION TEST RESULTS SUBMITTED TO THE COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. 23. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE-IN POINTS PRIOR TO CONSTRUCTION. 24. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL BE BROUGHT TO 1/4- BELOW FINISHED GRADE ELEVATONS. 25. MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO THE PAVEMENT. PRECAST ADJUSTING RINGS SHALL BE USED TO ADJUST RIM ELEVATIONS TO FINAL GRADE. THE MAXIMUM ACCEPTANCE VERTICAL ADJUSTMENT IS 12 INCHES. 26. ALL CONDUIT, PULLSOXES, VAULTS, APPURTENANCES AND TRENCHING FOR THE SHALLOW UTILITIES SHALL CONFORM TO EACH SPECIFIC UTILITY'S RULES ANO REGULATIONS. THE CONTRACTOR WILL COORDINATE THE SHALLOW UTILITY INSTALLATION NTH: GAS: KN ENERGY, JEFF SCHREEVE (970) 328-1255 ELECTRIC: HOLY CROSS ELECTRIC ASSOC.. JOHN BOYD (970) 949-5892 TELEPHONE & CABLE TV: P.T.I., MICHAEL BAKER (800) 421-6433 27. LOCATE UTILITY VAULTS AND PULLBOXES WITHIN THE UTIUTY EASEMENT AND BEHIND ANY ROADWAY DITCHES. IF NECESSARY RIPRAP THE DITCH LOCATION WHERE ADJACENT TO UTILITY VAULTS AND PULLBOXES. 28. SEWER SERVICES TO BE 6" UNLESS OTHERWISE SPECIFIED. of f¢W}LL } U Urn�� ICU ii L PROJECT NO. 89074.08 SHEET 14 OF 15 d O wu W J C -J �C LJ a =z Q p0 J F_ Q w M ti LxLI IE PROJECT NO. 89074.08 SHEET 14 OF 15 2 — FIBERGLASS REINFORCED -- -- PLASTIC ENCLOSURE m a a �! COMPLETELY REMOVABLE FOR MAJOR SERVICE f: —- 5/8' FOUNDATION BOLT REQUIREMENTS CONSTRUCT 6' WOOD 4 REQ'D (BY OTHERS) 1 PRIVACY FENCE AROUND LIFT STATIDN WITH — -- LOCKABLE GATE Er. r G -R TO HERE \ 1 DISCHARGE p l J(L /T-L'I / 0 16 16 — 58 Z m z SUCTION / N + > z w W / 33 1/2 W us o � z z 27 t ti STATION & w o - 2324" ACCESS WETWELL 15 1/4 MANHOLE 4' DISCHARGE LINE 6' MIN HOLE 36 ----- — — a'IT o OR ELEV = 6253 5I r 6' DISCHARGE LINE 8' MIN HOLE g' o' a•'o if, 2 3/4 -- co, co. PROVIDE STEPS INTO WET WELL _ _ -__ STATION n 12'MAx 6 I PLACE STEPS SO THAT THE 4 Wo m DISCHARGE LINE INFLUENT DOES NOT DRAIN ONTO"" THEM l'\, Q o In n a 15 5/8' 3' SUCTION LINE 6' 19 3/8 5' MIN. HOLE 2 REQ'D O Z e a INFLUENT SEWER %i 26 5/8 35 36 ; QQ z \ Z \ 6 r= LLJ — b FT ID WETWELL Lij 21 I >�- 21 j i WETWEL_ EEi o o c) o SUCTION LINE INVERT IN = 6245.7 �\\ ALARM FLOAT ELEV = 6245.7 11, THIS AREA OPEN TO PAD. INSTALLER MUST SEAL \ , \ N — LAG PUMP ELEV = 6245.2 ALL THRU CONNECTIONS TI51HT T \ i TO WETWELL GAS ' o) LEAD PUMP ELEV = 6244.' \ / WW ' lL ao ELEVATION VIEW • �...-�-:.��.,4w,- � = 6' DIA. .00 .._.._.. c — � OFF FLOAT ELEV 6243.7 f>p _._------ "._".� HOLE FOR SERVICE LINES 12' • •0 • ° . 1 8 12, ELEV = 6242.7 1' _ _ / 6' DIA. WETWELL —' EXTERIOR PLAN VIEW — 4c � i 12, a., o 12' o 3:*E. PRELIMINARY ACCESS PANEL —_ 24' DIA. MANHOLE INCREASING ELBOW 7 P�t J • --.: .. •,WIAqu3E,"NNEAlr::,:.A A'i s�', Aa�4ui�61?�hki '4'�6:�•35�5�.'=.r, / �\ G -R TO HERE FOR 4' DISCHARGE �— uiW:E ]c': c..4 Fc�,tE3ff:a:w t iv ;" 1a:. < •afid°9k,a9k�Nl,o',aiwpw .IuSV d"r, INTERIOR �+ ELEVATION ION / ITEM DESCRIPTI❑N MaT'L & SIZE Z C 8) 1 2 PUMP CAST IRON T�A'3-B MOTOR CAST IR❑N O — -- 3 CHECK VALVE CAST IRON 4' < Q — INTERIOR 4 PLUG VALVE CAST IRON 4" MOTOR STEEL 0 1- 8 - l PLAN VIEW 6 7 QUID L❑EVEL❑LPANELL STEEL BELTGUARD STEEL WF_ Cr z = z QO \ J 8 ENGINE, GAS BACKUP (WISCONSIN) MODEL Cc o Q � PUMP No. 1 //� ��J� 4 REVISIONS ENCLOSURE ARCHITECTURE SYM. DATE RECORD UR. CK. TOMATCH HOUSING UNITS ° 10/ 16/87 REDRAWN ON CAD EM W Z 4 Z LL C 27 � 39511003,DGN 451130 13.DGN - THE GORMArJ—RUPP CO. 18 GURMAN-RUPP MANSFIELD, OHS❑ ST THOMAS, ONTARIO NAME 6' X 6' ABOVEGROUND SEWAGE LIFT PUMPS STATIONWITH PROJECT NO. — — -- SIDMPLEX `TANDBY 89074.08 FUMP G -R TO HERE FOR NO. 2 6' DISCHARGE NOTE CUSTOMER SUCTION AND / 1 2' NPT SERVICE DRN. CHK. APP. DATE THIS DRAWING IS NOT FOR CONSTRUCTION BM KEH PFB 3/16/75 SHEET 15 DISCHARGE CONNECTIONS PURPOSES. LAYOUT IS FOR SUBMITTAL DATA SERIAL NO. ARE 125# FLANGE ENTRANCE I ONLY AND CAN VARY IN THE SHOP. CERTIFIED /� 1 1 _ O I ` CONNECTION DIMENSIONS FURNISHED UPON REQUEST. r 1 1 j OF 16 f 8,, _MAX TPE ft+-�- UNIT OF SLOPING OR BENCHING OF TRENCH WALLS FIGURE 1 " 15" DIA. & SMALLER B< m PIPE !K) FIGURE 1 & FIGURE 2 FIGURE 2 IDEAL TRENCH CONDITIONS 18" DIA. & LARGER m p p " m p p p 3/4' GRAVE FIGURE 3 ROCK EXCAVATION 0 �\ 17 /./i //DIY 1 FIGURE 5 SUB DRAIN } O c0 0O co �% I" TO 1 1/2' ROCK o/ s 00 000 CD 0' 00 s m 00 c0 o c - O o Q_ Q� / LARGE STONES BROKEN NOMINAL MAX. TRENCH WIDTH AT m l/ vL1 �1 CONCRETE. ETC IF REO'D DIAMETER A POINT 12" ABOVE PIPE �oo o& SMALLER B = B" + 16" 36" & LARGER B = B", + 30" FIGURE 4 NOTES: UNSTABLE SUBGRADE 1. BELL HOLES SHALL BE EXCAVATED AT CONDITION ALL BELL & SPIGOT JOINTS. CLASS "B" BEDDING REQUIREMENTS WATER OR SEWER MAIN (TYPICAL REQUIREMENTS) N. T. S. FIGURE 1 SHAPED SUBGRADE NOMINAL MAX. TRENCH WIDTH AT DIAMETER A POINT 12" ABOVE PIPE 33" & SMALLER B = B<. + 16" 36" & LARGER B = Bc. + 30" NOTES 1. BELL HOLES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JOINTS 2. CLASS "C" BEDDING MAY ONLY BE USED UPON APPROVAL OF CHIEF ENGINEER OR HIS APPOINTED REPRESENTATIVE. 84 - MAX TRENCH WIDTH DENSITY COMPACTED BACKFILL NOMINAL DIAMETER MIN d 18" & SMALLER 2" 21" TO 36" 3" 42" & LARGER 4" FIGURE 2 GRANULAR FOUNDATION S "C" BEDDING REQUIRE WATER OR SEWER MAIN (USE ONLY W/ENGINEER'S APPROVAL) NTS (STREET SIDE) J � 3' w a 0 O- a FULL BODY WYE FOR NEW CONSTRUCTION WYE SADDLE FOR EXISTING SEWER MAIN \ MIN. GRADE OO (1/4' PER FOOT) STEEL POST DIRECTLY OVER PLUG, PAINT GREEN FINISH GRADE CHANGE IN PIPE SIZE JUNCTION MH ALIGNMENT CHANGE SHAPED INVERTS k6,35" 3" 5" l$ - 24" OPENING IN TOP (ORIENT OVER BENCH) 10' LOCATE 11LITYR SERVICE AT WEASEMENT LINE. TYPICAL INVERTS RECESS MANHOLE LID 1/8" TO RUBBER 0 -RING OR FLEXIBLE 1/4" BELOW FINISH GRADE MANHOLE SEAL, GROUT SEAL WORCS "SANITARY SEWER" NOT ALLOWED ON COVER 45' �- REMOVABLE STOPPER < ° 24"C.1. M.H. ASPHALT RING & COVER O G 45' BEND / / / BASE COURSE INVERT ELEV. ja NOTE: o SHOWN 01 PROFILE 4 WHEN MAIN 15 AT EXCESSIVE DEPTH, SERVICE I 18" M X_ Q STAINLESS STEEL STRAPS MAY CONTINUE UP AT 45' TO MIN. DEPTH OF - 3 R INFORCED CONCRETE GRADE FOR SADDLES 9' THEN CONTINUE AT ALLOWABLE SLOPE TO1 I RINGS (MIN.) W/6" WALL (2 EACH SADDLE) DWELLING UNIT. I g^ I _ 2q -'ll 9" CAST IRON OR ALUM. 777' MANHOLE STEPS, POSITION OVER SHELF IN VERTICAL i n LINE AT t5' C -C MAX. SEWER LINE CONNECTION AT SEWER MAIN G ` ECCENTRIC CONE -INVERT ELEV 2d '� \D REINFORCEMENT SHOWN ON PROFILE (ASTM -C 476) -- SECTION 1 Q FLEXIBLE PLASTIC SEALING U 4'-0 DIA. _ COMPOUND (RAM-NEK) AT PIP MANHOLE I.D. 12" 5'-0 DIA ALL JOINTS `^ 18" & SMALLER 4'-0" a a _ 21" TO 48" 5'-0" < SLOPE 1"-3" 5.. CONCRETE 7 -� 3" MORTOR --1_. NOTES: 0 i. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE. 2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING PAPE DIA. +2' O -----r OR SHAPING WITH CEMENT MORTOR. ` � 1 / 3. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA //// 6" MIN ALUMINUM CO. N0. 126538, BACKFILL TWO SIDES OF ENCASEMENT TO 12" MAX. z 4. PRECAST SECTIONS TO CONFORM TO ASTM C-478. OVER MAIN BE FORMED CONTINUOUSLY 5 5. PIPE GASKET REQUIRED AT MANHOLE WALL. PROVIDE y5 CONTINOUS BARS MANHOLE I.D. + 16" 6. SET ECCENTRIC CONE SECTION WITH RING & COVER AT FOUR CORNERS LOCATED AS FAR AS POSSIBLE AWAY FROM CURB & GUTTER. O CONCRETE BASE p4 TIES 0 16" O.C. pv v O CAST IN PLACE TYPICAL MANHOLE BASE REBAR- #4 ®12" OC EACH AY, 3" CLEAR FROM ALL -THREAD ROD (EACH SIDE) Q GROUND IF REO'D FOR TIES TO BENDS • PIPE DIA. +2' 2" CLEAR70(1) TYPICAL MANHOLE DETAIL (TYP ) 1 O CONCRETE PLACED ON SEWER MAIN COMPACTED SOIL CONCRETE ENCASEMENT FOR SEWER MAIN 70" 58 3/8" LIFTING RINGS L L p4 REBAR LL L RECESS MANHOLE LIDS 1/8" TO 1/4" BELOW FINISH GRADE 24" MANHOLE RING &COVER L- FOR SLAB CONSTRUCYION WORDS "SANITARY SEWER" I ra ON COVER LLL o v L I_ L Lr44 +� 22 5/8" I► /EMESH sEcnoN (NON ADJUSTABLE RING & COVER PUN TO BE CAST IN FLAT TOP) STANDARD 24" MANHOLE ALTERNATE RING & COVER RING &COVER ASPHALT BASE /- ASPHALT \ / COURSE \ BASE COURSE S / PTCAST FLAT TOP 8. 8 1/T2" v s 2 v -7 1/2" I � 4 PRECAST v 24^ Q MANHOLE 9 1/2" SECTIONS NOTE. REINFORCING SAME AS v 5" 6" 4' & 5' DIA. DETAILS a e v V - SECnON NOTES. SECTM (4 tC S DIA.) 1 TOP TC BE PRECAST CONCRETE AND CAPABLE OF (6 DIA.) WITHSTANDING AN H2O TRUCK LOAD 2 ALL APPROPRIATE DETAILS AND NOTES INDICATED ON THE TYPICAL MANHOLE DETAIL SHALL ALSO APPLY TO FLAT TOP MANHOLES. 3. SET FLAT TOP SECTON WITH RING & COYER ... (SEE ABOVE) FLAT TOP FOR STANDARD MANHOLES (TO BE USED FOR SHALLOW DEPTH MANHOLE:) N. T. S. SEPARATION OF WATER AND SEWER MAINS 1, PARALLEL INSTALLATION, A. NORMAL CONDITIONS --WHENEVER POSSIBLE, MAINS SHOULD BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY SANITARY SEWER, STORM SEWER OR SEWER MANHOLE. THE DISTANCE SHOULD BE MEASURED EDGE -TO -EDGE. B. UNUSUAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET, A WATER MAIN MAY BE LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT 1) IT IS LAID IN A SEPARATE TRENCH. ZI _0 2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST In 18 INCHES BELOW THE INVERT OF THE WATER MAIN, SUCH SEPARATION SHOULD BE OF UNDISTURBED OR COMPACTED EARTH, 3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER SHOULD BE CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. 2. CROSSINGS, A. NORMAL CONDITIONS --WHENEVER POSSIBLE, WATER MAINS CROSSING OVER HOUSE SEWERS, STORM SEWERS, OR SANITARY SEWERS SHOULD BE LAID TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE PRESSURE WATER MAIN AND THE CROWN OF THE SEWER, B. UNUSUAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING CONSTRUCTION SHOULD BE USED 1) SEWER PASSING OVER OR LESS THAN 18 INCHES UNDER WATER MAINS SHOULD BE CONSTRUCTED OR MODIFIED USING ONE OF THE FOLLOWING METHODS, Q Q) ONE LENGTH OF PIPE 4T LEAST SB FEET LONG CENTERED OVER OR UNDER THE WATER MAIN. JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE SHOULD BE ENCASED IN A CONCRETE COLLAR AT �! LEAST 6 INCHES THICK AND EXTENDING AT LEAST 6 Z INCHES EITHER SIDE OF THE JOINT, b) CONCRETE OR VITRIFIED CLAY SEWER PIPE WITH ami REINFORCED CONCRETE ENCASEMENT. ENCASEMENT 1 0 SHOULD BE AT LEAST 6 INCHES THICK AND EXTEND A w ON wo DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAI N. N 2) WATER MAINS PASSING UNDER SEWERS SHOULD, IN I..i ADDITION, BE PROTECTED BY PROVIDING, w ofY Q J 0 o 0 0 0 A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER MAIN. h) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS, PROJECT NO. 89074.08 SHEET 16 OF 16 o o Q 0 W wo w } irCO ~ S Z Q o LL J QQ, PROJECT NO. 89074.08 SHEET 16 OF 16