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Home My WebLink AboutREGISTRY RIDGE OFF SITE SANITARY SEWER - Filed SS-SANITARY SEWER - 2009-09-14M V OFFIIINs� CITY 1. STRY 071 SANITARY SEWER TOWNSHIP 6 NI =10 IN PQRTIONS OF 1 ORTH, RANGE 69 WEST OFF HE OF FORT COL-1 INR rr►� �w�T.. .-.� ..... ___ _ GENERAL NOTES : I 8TH P.M. - ---.. •--, �...... � r yr Lwgn1MtH, STATE OF Cn1 ARenn 1. THE SIZE, TYPE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE DISTRICT, AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS AND APPROVAL OF THESE PLANS BY THE DIRECTOR OF ENGINEERING SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. N AN 3 CONDITIONEQUALEXISTING TOASPHALT OR BETTER STREET THANU ITS ORIGINAL CONDITION. THE EXIISTI GS STREETEET MUST BE RETOREDTOCONDITION SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE SOUTH FORT COLLINS SANITATION DISTRICT FORTY-EIGHT (48) HOURS ADVANCE NOTICE. 6. THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE PROVIDED BY NORTHERN ENGINEERING SERVICES, INC. AND SHALL NOT BE REPRODUCED OR IN ANY WAY USED BY ANYONE WITHOUT PRIOR WRITTEN PLACE APPROVAL NORTHERN RENGINEERING ACE UNLESS SIG EDANDSTAMPEDYE SHALL TAKE BA�REGISTERED PROFESSIONAL CES, INC. NO TYPE OF CONSTRUCTION NI ENGINEER THE EMPLOY OF NORTHERN ENGINEERING SERVICES, INC. 7. IF DEWATERING IS TO BE USED TO INSTALL UTILITIES, THEN A STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT IS REWIRED IF DISCHARGE IS INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO AN EQUAL OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. RESEEDING SHALL BE WITH AN APPROVED DRYLAND PASTURE MIX, AND APPLIED AS FOLLOWS PREPARE AREA BY RIPPING OR DISKING, DRILL SEEDING AND HYDRO MULCHING USING 100 LBS OF TACKIFIER PER ACRE, 40 LBS OF DRYLAND PASTURE MIX PER ACRE, AND 2000 LBS OF WOOD FIBRE MULCH PER ACRE. WATER WILL BE PROVIDED BY THE CONTRACTOR UNTIL THE REVEGETATED AREAS ARE WELL ESTABLISHED. 2. ANY FENCES REMOVED DURING CONSTRUCTION SHALL BE REMOVED BY CONTRACTOR AND STOCKPILED, AND REINSTALLED IN SAME LOCATION TO EQUAL OR BETTER CONDITION. 3. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS AT A MINIMUM OF 100' FEET THIS FENCE SHALLTREAM OF EVERY REMAINN PLACE AND EBEAMAINTAINEDY ALONG HUNTIILLUTHEE RTEOCONOSTRUCTIONOAREA HAS BEEN REESTABLISHED WITH VEGETATION. 4. CONTRACTOR WILL INSURE THAT ALL PROPERTIES ADJACENT TO THE CONSTRUCTION AREA BE PROTECTED FROM WIND AND RAIN EROSION DURING THE CONSTRUCTION PROCESS, AND UNTIL THE AFFECTED AREAS HAVE BEEN REESTABLISHED BY VEGETATION. 5. ALL STOCKPILED MATERIALS SHALL BE PROTECTED FROM RAIN AND WIND EROSION DURING THE CONSTRUCTION PERIOD MAY 1999 0 C i W W � �T �F I PROPOSED SEINER in� ALIGNMENT Q2' 4u If)I o o. z , J1� , J ' 0 p� P TRILBY _ ROAD --� VICINITY MAP : NOT rt0 SCALE , CITY OF FORT COLLINS BENCHMARK NO. 39-94: 225 FEET EAST OF THE•SOUTHEAST CORNER OF WEST TRILBY ROAD, AND SOUTH SHIELDS STREET,,ON THE NORTHEAST CORNER OF A CONCRETE BASE OF A POWER TOWER ELEVATION - 5055.66 c :�j __:3- r• -• - •- • • 1. CONTRACTOR WILL REMOVE THE TOP 18" OF THE EXISTING SOIL AND VEGETATION IN DESIGNATED WETLAND AREAS, AND REUSE/REVEGETATE IMMEDIATELY AFTER CONSTRUCTION TO SIMILAR GRADE AND CONFIGURATION. 2. SOIL AND VEGETATION REMOVED FROM ONE DESIGNATED AREA WILL NOT BE STORED OR STOCKPILED WITH THAT FROM ANOTHER DESIGNATED WETLAND AREA. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL DISTURBED WETLAND AREAS UNTIL AREAS ARE ESTABLISHED. IF THE REVEGETATED AREAS DO NOT REESTABLISH, THEY WILL BE REPLACED WITH VEGETATION SIMILAR TO WHAT WAS REMOVED. j•vt`11J.J-Lj1\,1N z1Nu11NEjEA NU Z SERVICES ' vjC�:l= 9615.02 rrint Uate: 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 SCALE: N.A. (970) 221-4158 DESIGNER : GAS JDD CHECKED 8Y: RAC DRAFTSMAN:CADD PREPARED: e drawings are instrumenh ervice provided by Northen veering Services, Inc., and not to be used for any of construction unless .d and stomped by a wGionoi Engineer In the oy of Northern Engineering ces, Inc_ SHEET INDEX : I. COVER SHEET 2. SANITARY SEWER PLAN AND PROFILE 3. SANITARY SEWER PLAN AND PROFILE 4. SANITARY SEWER PLAN AND PROFILE S. SANITARY SEWER PLAN AND PROFILE 6. SANITARY SEWER PLAN AND PROFILE 7. SANITARY SEWER PLAN AND PROFILE 8. GENERAL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800es922m%87 ORS 18 7(0 IMETRO DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVE . 7 , y ' n81n ate CHECKED BY: NPk Water as wo a e to > t yzge- CHECKED BY: '��I�(� St ormWater Litliy ae CHECKED BY: N -- Parks & Recreation --DoTe— CHECKED BY: NR — ra tc ngmeer __T_aT_e— CHECKED BY: )r�k SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED•, MANAGER DATE: L • t - 1 APPROVED: Z�TEMSEKQAW�-ER DATE: - Z- REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER COVER SHEET Sheet y 8 o i l No. Revisions By Dot e NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221-4158 Project: 9615.02 Pri nt Date: DRAFTSMAN:CADD PREPARED: se drawings ore instruments service provided by Northern ineering Services, Inc., and not to be used for any e of construction unless ied and stomped by a feesionol Engineer in the Acy of Northern Engineering vices. Inc.. REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER PLAN AND PROFILE ' JIICCI 2 Sheets C-3 1769 No. Revisions By Date NORTHERN ENGINEERING SERVICES 420 SOUTH HONES SUITE 202, FT. COLLWS, COLORADO 80521 (970) 221— 4158 Project: 9615.02 Print Date: SCALE: 1 "=50' DESIGNER : DFS ICHECKED BY: RAC DR AFTSM AN: CADD PREPARED:05 28 99 se drawings are instruments service provided by Northern Iineering Services. Inc.. and not to be used for any of construction unless rod and stamped by a fessionoi Engineer in the May of Northern Engineering Vices. Inc.. REGISTRY RIDGE P.U.D. OFF— SITE SANITARY SEWER PLAN AND PROFILE Sheet 3 sSM ets \Zl� \ N e 1 ION 40+59.10 MANHOLE 16 Ir / 1 pow NOTE: LIMITS OF DEVELOPMENT ARE TO BE TO THE LIMITS OF THE CONSTRUCTION EASEMENTS SHOWN. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE LIMITS SHOWN WITHOUT PRIOR APPROVAL OF THE PROPERTY OWNERS, THE DISTRICT, AND THE CITY XISTINr,` Co •l SHALL REMOVE Fyicrun STRAUISS j� `o l 1 r, t, STATION 28+55.66 NEW MANHOLE 12 RR RIGhT NOTE. TOPOGRAPHY SHOWN ADJACENT TO THE SEWER ALIGNMENT (FROM M.N. 15 TO M.N. 28) IS BASED ON AERIAL DATA & SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY, PRIOR TO CONSTRUCTION. CALL UTILITY NOTIFICATION CENTER � OF COLORAADOO ♦ 1- OWE 922— 87 OR 534-67001DENVERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. MUnIC SCALE 50 0 50 100 150 Feet SCALE: 1'=50' LEGEMi EXISTING FENCE EXISTING RAILROAD TRACKS EXISTING SIGN EXISTING POWER POLE PROPOSED SANITARY SEWER � SF_ --SF--"" EXISTING VEGETATION EXISTING WATER LINE EXISTING TELEPHONE EXISTING OVERHEAD POWER EXISTING UNDERGROUND ELECTRIC SILT FENCE ---- -- �i 40 - �---�� ! �� FOSSIL CREEK MASTER DRAINAGEWAY -T-- �- o ; -"Y- 4 . PLANNING STUDY) ,n { $ 1 t j i ! SODS 1 q7} * Inr, 1 t + i { `� ! I ` M ( ro "�� 4YT W ? ! j 1 1 iI ! l ? ._. �. L +— WETLANDS AREAS, AS DELINEATED SOOS BY WATER QUALITY TECHNOLOGY, I m _ A ----- - - F - - ` I ZOOM* � ♦ ` -` _ t_ _— _ _i -,�-_._._. - _.___ t ! _-�_—�- y W I __ __—�_^ j -- --r- - -- — - - - -_ }_.- ! DATED 10/11 /98. ....... " . .... i a+ Z }o ! I p W i I j e 1 I e' ! ° f ID { CHANNEL CROSS SECTION FOSSIL CREEK MASTER DRAINAGEWAY SOOO PLANNING STUDY, AUGUST. 1982 f SOOO - - - - - - I i - + s --------- -- ° IL tad '+ M i I i ! ____--- m � �' 19 MODS $_, �N ! j sal I 1 ! ( — 4995 4995 -------- ` f --_ _ --- ' - ' _ �— -- I —____ Y� T ---� __—__._.-____.____ __._-_-___ - -- -- City of Fort Collins, Colorado ! $ I �__ UP TILITY PLAN APPROVAL 340.00 f 1iBirl PVC 0 0.411 ✓_ {y;. A PPROVEoI City En er I4990 250.00 ft 1$Sn P ii0.41X VC _ - — - _.�_ �__ i'F: -_y.. t %j�'r'I __ _ _.____ YR rr:c 'v - .y: ; :..-_..__.—__ '')ya, h,. :. i _ ._._._.. ----_.� _-- --. - - 4990 CHECKED BY: NA s er aste r i y safe t---- -y.a 1. ..ran ,�� » 4 ,.t4'•f}�%': ;y:,x. i,•' 7�7- 9� ` a 15,E O I v,t,, r_^ '=s !.y.:}..�)',' ,t ,, r .?>•r.'r'. ,. .:' 5 .:;.^,..V ';•. r ,h�;. •r �' �•,.y� r,'.A ?,,« ;;... ..:�f: Y .... .; 1 CHECKED BY: D t ormea r Utility a e ! � f QX �' ;'• ! y. j � r; y, �` j�..:'� :'• .'r •.!�i' �!r�' :., �J t f� CHECKED BY: Nip __ & Recrea ion �♦e n 15�'Mt!tr,.'Y , ar { l j D ,. -- + ----- - - 4985 CHECKED BY: N�4985 { - t- �100.00 ft 15' O 0.611G i 1 ra tc ngmeer —Date CHECKED BY: c e L d975 �-+.-------- —'— �� ER-�� R ,G �!� j 4980 I SOUTH FORT COLLINS SANITATION DISTRICT �UTILITY PLAN�APPROVAL 'f6�—�Ll./�.e..a.aySCM.ES: OF PIPE 12' CLEAR APPROVED: '�89' FfORQOl/T 1*—V IPATOf I MANAGER 4975 DATE: 4. �.44 -----'---+ ----- - APPROVED: i TYMS ENGINEER DATE: 4970 i ! i 4970 __�—_—_ __.__ .___—__ _ 41+00 40+00 _ 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 NORTHERN ENGINEERING SERV 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221-4158 1111111111HE, Project: 9615.02 Pr nt Date: C/1AI r . 1 "—r.N DESIGNER : DFS ICHECKED BY: DRAFTSMAN: CADD PREPARED: 0.` se drawings are instruments service provided by Northam !ineering Services, Inc., and not to be used for any e of construction unleu ,ed and stamped by a feseiorwl Engineer in the play of Northam Engineering vices. Inc.. REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER PLAN AND PROFILE Sheet 4 Skle,et; 1 / STATION 57+44.10 r NEW MANHOLE 22 LEIGM EXISTING FENCE - I EXISTING RAILROAD TRACKS NOTE: LIMITS OF DEVELOPMENT ARE TO BE TO THE LIMITS OF THE CONSTRUCTION EASEMENTS SHOWN. / NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE \ OUTSIDE OF THE LIMITS SHOWN WITHOUT PRIOR % APPROVAL OF THE PROPERTY OWNERS, THE DISTRICT, AND THE CITY STATION 54+44.10N NEW MANHOLE 21 ` l` i , l r STATION 51+99.10 NEW MANHOLE 20 i ,/ STATION 48+74.10 NEW MANHOLE 19 �*- g M-00 L.F. 120 SANttARtSEWER MAMA N •ram ' .� 323.00 L.F. 15' SANITARY SEWER MAIM TEMP. UCTION EASEMENT, (7YP.) PQI�AN SAN SEWER EASEMENT -- �` / 00 + EXISTING SIGN -- t7 EXISTING POWER POLE `-EXISTING RAILROAD__. __ 1-- PROPOSED SANITARY SEWER - ` — -- - EXISTING VEGETATION EXISTING WATER LINE EXISTING TELEPHONE EXISTING OVERHEAD POWER EXISTING UNDERGROUND ELECTRIC SILT FENCE 100 YEAR FLOODPLAIN LIMIT (PER FOSSIL CREEK MASTER DRAINAGEWAY PLANNING STUDY) WETLANDS AREAS, AS DELINEATED BY WATER QUALITY TECHNOLOGY. DATED 10/11/98. CHANNEL CROSS SECTION FOSSIL CREEK MISTER DRAINAGEWAY PLANNING STUDY, AUGUST, 1982 TOPOGRAPHY SHOWN ADJACENT TO THE SEWER ALIGNMENT (FROM M.H. 15 TO M.H. 28) IS BASED ON AERIAL DATA do SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY, PRIOR TO CONSTRUCTION. CALL UTILITY NOTIFICATION CCOMMTER�� OFCOLORADO P oW 922-=7 OR �_8700 IDEN ERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. --- - --Y -- GRAFM SCALE 50 0 50 100 150 Feet SCALE: 1'=50' RAILROAD ROW_\ City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROV -N\ City EngipqZy Date CHECKED BY! NA -Water as r Utiliy Date o CHECKED At > y a e CHECKED BY: N p Parks & Recreation —DaTe CHECKED BY: N a tc ngineer a e CHECKED BY::k Q SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED:��aa —T MANAGER DATE: (a . ;1L . Im APPROVED: � STEMS ENdANEER DATE: LJ? - ' ''f a { i I ! i Manhole RIM ELF INVERTIN-tt+ a f 1 STA 54+44.1�0 7.4t 4 9._98_.52 I ( + Manhole %20 STM51+99.101 I RNA EL�501 0# I INVERT IN=4 7.33 t j { n ! + o i i 0 z 10 11 s4998.32 iINVERT ...-'. 501050 — O s APOMIE e� 5005 5005 5000LVC0. 300 X t 121n PVC0 0.40; Rig giN + � i I t 325.OQ f izin PVC 1 I ! 4995 I i � � i 1._._— + --T—'---_-�- -� 1 __-- _ 3�• t ! 150.00 I'15in PVC 0.412 1340.00 ft 1151n PVC 0 .41X 4995 4990 �� <� ! ! � S i ( I l r I � jWLESt ji AMT�ARY 1'-W i AL I'-N' i SE 1 ER � ROF ► , I , 4990 4985 --- --�-- - l -+ — -�__- _ �-,--- -_ _---------- - - -� - _ 1 1 � 4985 4980 1 i I 4980 56+00 55+00 _ 54+00 53+00 52+00 51+00 50+00 49+00 _ 48+00 47+00 46+00 45+00 44+00 43+00 _ Project: 9615.02 Pr nt Date: SCALE: 1 "=50' DESIGNER : DFS ICHECKED BY: RAC DRAFTSMAN:CADD PREPARED:05/28/99 e drawings are instruments ervice provided by Northern neering Services, Inc., and not to be used for any of construction unless 9d and stomped by a essional Engineer in the lay of Northam Engineering ices, Inc.. REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER PLAN AND PROFILE C-3 Sheet 7�8 Sheets 1769 STATION 70+24.03 1*1 MANHOLE 27 EXIST. �kSTAI L '0.Zf Cf T ,�8'• Q STATION 88+37.82 NEWMANHOLE 26 1 :a STA T1ON 66+4012 NEW MANHOLE 25 Sty "WM LT r� � 1 • 262.86 L.F. 12' SANITARY SEWER NOTE: LIMITS OF DEVELOPMENT ARE TO BE TO THE LIMITS OF THE CONSTRUCTION EASEMENTS SHOWN. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE LIMITS SHOWN WITHOUT PRIOR APPROVAL OF THE PROPERTY OWNERS, THE DISTRICT, AND THE CITY STATION 63+77 26 NEW MANHOLE 24 AiROAD \ \ SF - -- SF _,may a EICISTIyG RAILROAD ROW ' -� • ' . @NOM i Manhale STA=88+37 I /27 STA=7�0+24.03 RIM EL='01 .5t RIM 1=5016.0t ! INVERT IN-! 02 INVEE IN=5005.98 { INVERT OUT 5004.82 INVEI T OUT=5005.78 _ 1 a99 BB ft 12in PVC 6 0.41% tt 386.21 At 121n PVC Q 0.41% 97.70 ft i; 10 Ine i 71+00 70+00 69+00 e11/1rI-w/ SVALE 50 0 50 100 150 Feet SCALE: 1'=50• tl --�----. u__ I i I PVC 6 O.+iX ! 11 ; ` SAP4MARY S j ! SCALES: 10. HORIZONTAL 1 s• VER7ICM. { I 67+00 66+00 65+00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-8M922-1987 OR 534-67001DENVERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CMaiIl7 NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221-4158 63+00 NOTE: TOPOGRAPHY SHOWN ADJACENT TO THE SEWER ALIGNMENT (FROM M.H. 15 TO M.H. 28) IS BASED ON AERIAL DATA & SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY, PRIOR TO CONSTRUCTION. 26 ft 12ini PVC f 0. Project: 9615.02 Pr nt Dote: SCALE: 1 "=50' DESIGNER : DFS CHECKED BY: RAC DRAFTSMAN:CADD PREPARED:05/28 I I I t I I ; � 1 + � I 1 I I j (4 61+00 e drawings are instrument mice provided by Norther leering Services, Inc., and not to be used for any of construction unless W and stamped by a eesionol Engineer in the oy of Northern Engineernu ces, Inc.. LEGEND D EXISTING FENCE EXISTING RAILROAD TRACKS EXISTING SIGN EXISTING POWER POLE PROPOSED SANITARY SEWER EXISTING VEGETATION EXISTING WATER LINE EXISTING TELEPHONE av EXISTING OVERHEAD POWER v.�.c EXISTING UNDERGROUND ELECTRIC --SF---SF SILT FENCE 100 YEAR FLOODPLAIN LIMIT (PER -� FOSSIL CREEK MASTER DRAINAGEWAY PLANNING STUDY) _ WETLANDS AREAS, AS DELINEATED _ .. .. BY WATER QUALITY TECHNOLOGY. _.. DATED 10/11/98. CHANNEL CROSS SECTION 17.5 FOSSIL CREEK MASTER DRAINAGEWAY PLANNING STUDY, AUGUST, 1982 I W Z ' 5020 O = I ASS ; j 0 �erc [� ` ��a� � SOTS W27S� a03 �Zo_�._ 0 CS Fr Z- 03 n { z ii 240.90 ft �21n PVC O(0.40X a I , I ; I 60+00 591 58+00 REGISTRY RIDGE P.U.D. sheet OFF- SITE SANITARY SEWER 6 PLAN AND PROFILE 8 Sheet; NOTE: LIMITS OF DEVELOPMENT ARE TO BE TO THE LIMITS OF THE CONSTRUCTION EASEMENTS SHOWN. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE LIMITS SHOWN WITHOUT PRIOR APPROVAL OF THE PROPERTY OWNERS, THE DISTRICT, AND THE CITY j r � 1 1 % 1 ecv uuwn c r' I �tLL�� LIMITS OF (PROPOSED ROADWAY IMPROVEMEI IS SEE REGISTRY RIDGE P.U.D. OFF —SITE STREET IMPROVEMENTS PLANS, 13Y 1 NORTHERN ENGINEERING SERVICES, DATED 1 JULY, 1998 SHOULD INSTALLATION OF SEWER IN OR ADJACENT TO TRILBY ROAD OCCUR PRIOR TO SURFACE IMPROVEMENTS, ROADWAY WILL BE RESTORED TO EQUAL OR BETTER CONDITION AND SHALL COMPLY WITH CITY STANDARDS. f,J f SILT FENCE 7;. Le s - _ TiiiM 24' OF WATER 9�0 NEW MAII10lf"29 '!EXISTING 10' DIP WATER M.Xi �- MAIN !,� / `—RIpIT OF WAY �S:_SEE SITE PLANS FOR REGISTRY RIOC�- 'P BY NORTHERN ENGINEERING SERVICES A / FOR CONTINUATION OF THIS MAIN. / NOTE: TOPOGRAPHY SHOWN ADJACENT TO THE SEWER ALIGNMENT -(FROM M.H. 15 TO M.H. 28) IS BASED ON AERIAL DATA & SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO FIELD VERIFY, PRIOR TO CONSTRUCTION. N c MIN. H LA PLAN VIEW J � 4' MIN. -- - QL_ ri OF ASPHALT RIGHT OF WAYS COMPACTED CLAY % Q (95X MAX. DENSITY) 3 J ! J�� CLAY CUTOFF WALL DETAIL NTS J ! � NORTH GRAPHIC SCALE 50 0 50 100 150 Feet SCALE: 1'-50' 5050 F - ;-- I --- 5050 i rKr CE jf 5045 E`er RAC"' SO45 ------------- { 5040 ' m io 5040 �C4 I aDN j+ l NN= 5035 _ `_______-}Z- 5035 i f I 5030 -� — - ---- -�— - �Op D" T e ? 5030 1 1 j i jj t t 5025 i I1 ro3 I i 1 5025 i __— l C 5020 5020 i jjj - - 5015 -_ ; - _ _ --{ ------ 5015 1 S ARY SEW I_ PR ILE i { i II 5010 i SCALES: 1' 1 r— t { 5010 HmoNTAL 1 ' VER7TCAL _ — - ----------- - — j---- -- i —_ _._ I ' .88 ft IfRin PVC 0 0. 3X 5005 5005 i _ 80+00 79+00 _ 78+00 77+00 76+00 75+00 74+00 73+00 ^ i� rp No. Revisions By Date NORTHERN ENGINEERING SERVICES 420 SOUTH HONES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221- 4158 Pr of ect : 9 615.02 Pr i nt Date: SCALE: 1 "=50' DESIGNER : DFS ICHECKED BY: DRAFTSMAN:CADD PREPARED:05 28 99 LEGM '\� E7OSTING HENCE EXISTING RAILROAD TRACKS EXSTING SIGN DXISnNG POWER POLE CALL UTILITY NOTIFICATION PROPOSED SANITARY SEWER CENTER OF COLORADO 1-800- 922-1987 EXISTING VEGETATION N METRO OR 5344- 6700 I DEN ER EXISTING WATER LINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE - EXISTING TELEPHONE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ,,,, EXISTING OVERHEAD POWER EXISTING UNDERGROUND ELECTRIC SILT FENCE 100 YEAR FL.00DPWN UANT (PER -� FOSSIL CREEK MASTER DRAIWEWAY PLANNING STUDY) WETLANDS AREAS, AS DELINEATED BY WATER WAUTY TECHNOLOGY, DATED 10/11/98. CHANNEL CROSS SECTION FOSSIL CREEK MASTER DWWNAGEWAY PLANNING STUDY, AUGUST, 1962 se drawings are instruments service provided by Northern �ineering Services, Inc., and not to be used for any s of construction unless led and stamped by a fesslonal Engineer in the cloy of Northern Engineering vices. Inc.. City of Fort Collins, Colorado UTILITY PL�AN�� APPROVAL APPROVED;@"S "-^�15.�, s/mac qj City ng r Dote CHECKED BY: N A a r Waste rUtility `foie CHECKED BY: *2 9% storm. r t t y e CHECKED BY: parks & Recreation —�— NA CHECKED BY: ra 1c nguteer '—�6oit�e,, CHECKED BY: �� Q SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED: �F ! MANAGER DATE: 6 • 2.9Z APPROVED: MS ENGINEER DATE: _,Tv REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER PLAN AND PROFILE rSheet 7 Sheet s_ TRENCH UM AS SPEC N SEC" 02221 LOW UNIT OF 11101101111 WML UJOPNN IIBWAL LIFT 12 K M L {- PIPE CD. K MK �ItlAL 1 �colaw M TO CW H EB7 • IM71AL LIFT SHALL NOT EXCEED 3 FEET N DEPTH. IHIVLJHRU IRGIV M OC DGUUIIVh UGIHIL SOUTH ® TSANITATION '� "SO Room GRADE I K MAIL oeLGIEI[ mmmwENT EHB• NROUI® NEE 16 mK MAX 4' r /ATM 0-47W SCODnNC am IN K i mmmm RINGS PE-FCWBD E1AS11C BAR= 3 It K CAL C e TAMS- •_ AWN DAYS MANICE 3ECIIOM3 4, K S` YAX 12 KI -� gg11T SNNIRAfi ypFE w/FT am EtIC110N am ..E F 4 2 IN, • • FIE-FOWNm PUSH OAWRT A� CAST-4H-PLM CONCRETE BASE B K ARL� 1/YW HSHAL SEAS F OF FOLLOWS: NNBICE SHILL E AS PCLAW! SLOPE 2 K AHK F• 1 M.M. 13• • , IN. WL • •• Pal.® INVERTLNECAWT MAHN= BAIL Al TERNAIIE RAMP STANDARD MANHOLE ®SOUTH FORT COLONS SANITATION DISTRICT PPE SI M ML MANHOLE DIAMETER 10 K go I= 48 K IsK 1030K 00K a%= 30 INCHES 72 K 1/2 WAM" M m. PROVIDE CAP OR SEAL FOR OPEN ETD OF CAP. (SEE FORT COLLINS - LOWLAND WATER DISTINCT °JPEOi1CAT10N&) arcs STAP Ess STEEL STRAPS —� ('TO E USED WITH REDWOOD SIODS) STEEL CASING —� - STAINLESS STEEL, BAND - SIM CASING CANER PPE BELL OF PPE PROMOE cAslHo LTHDGTs EACH ICEPMDMflLY BANDED TO PPE SAWEI. CARRIER PPE CASING SEAL OM ITN SEWER PIPE TRANSMISSION LOW SLPPOR70 ENCASEMENT BY CASING SPACERS. NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNINER& J I HIVU/1TCU T'ir'G l�HJ11NV Ur- I MIL ®SOUTH FORT COLONS APWL 198a SANITATION DISTRICT CONCRETE CUT-OFF WALL I ON DOWN 3LOPE SIDE —+- ,00-YEAR r NRN. W.S.E.L. B,Bj FIRM LIE OF //44 WAIERWIW Y MLK LC EIMr A 3 AWL MAN. e' MK— FLOW— I BV • z♦-,�� =.�� CLAY CUT-OFF WALL 4' WEE, KEY INTO UNDISTURBED GROUND V MN TOP OF OINK TOP BANG BTAB�ATIOHI DETAL. {{ KITS TOE OF SLOPE '.... :::::..... OREND WRAP 5' PST LIMITS 6 1~ STYPE ::1{i:..':.�.: OF RrRIW 71ENCK W/ TY EOORD ...:.�... .t........ BURY Ir t REVEGETAIE :..:.: ......... LIMITS OF UTILITY TFENCK 700E ................ TOE OF SLOPE {{........................ 1 ........ TOP OF BANK ...... ... ................ 15- PVC SMWARY SEWER I IIBR: 10B E MISS Pon OL NOd� 1 SEAL (SEE NOTE 1) I E F -- - - - - _ unsalE ---- ------ -- D Mwif NNaT W C 21' SUEDE CIA. STEEL CASING PPE SEAL (SEE NOTE 1) 15' DNA PRC CARRIER PPE NOTES: 1. CASING SEALS SHALL E CONSTRUCTED, OF HIGH DENSITY RIBBER CASING TEALS WITH SIAMLESS STEEL S11APS. PIPELINE SEAL O INSULATOR CO MODEL W OR MPEOYED EQUAL 2. ALL MOMONTAL OISTANCES TO E MEASURED AT RIGHT ANGLES FROM CENTERLIE OF RABROAD TRACK. & STEEL. CASING PIPE TO E MOW" OF 0.31E TIKX WITH A MINIMUM YEBD SIWWTH OF 35,000 PSI (E-SO LOADING) BORE A B C D E F G STATION 12+t0A2 4989.0 1 21.5' 1 4965.22 4966.55 4967.15 4965A2 GO - STATION 27+91.53 49N.0 1 142' 1 4979.96 49M.46 4061.06 49MM SO' NOT TO SCALE MINNUM BEDDING THICKNESS (INCHES) FINE GRAINED Sots • COURSE GRAINED SOILS ' DESIGNATION TYPE I TYPE I TYPE 0 I, G, sM 4 4 e M 4 4 B H 4 8 8 `m 4 s B • MAY SUBSTITUTE ONE 12 INCH LAYER OF TYPE N BEDDING. SUBSTITUTION OF ONE LAYER OF TYPE M BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. USE OF A COMBINATION OF FILTER FABRIC AND TYPE N BEDDING AT DROP STRUCTURES IS ACCEPTABLE, SEE SECTION 5.3.2 FOR USE OF FILTER FABRIC AT DROP STRUCTURES. •• FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE F4o SIEVE. TABLE 5:1 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP s SMALLER THANINTERMTEDESMM04ADON GIWN SIZE BY WEIGHT DIMENSION(IINCH�ES) (INCHES) 70-100 12 TYPE VL 50-70 9 6. 35-50 6 2-10 2 70-100 15 TYPE L 19 g•. 355-50 2-10 3 70-100 21 TYPE M 50-70 1e 12 35-50 12 2-10 4 100 30 TYPE H 50-70 35-50 24 1e Is 2-10 6 100 42 TNI TYPE 50-70 J5-50 33 24 24 2-10 9 - dW -LEAN PARTICLE SIZE BURY TYPES 'W AM V WITH NATW TOP SM AND REVEGETATE TO PROFILM FROM VAIIYLUSMM. NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202, FP. COLLINS, COLORADO 80521 (970) 221--4158 O K \_HAND -COMPACTED GRAHAM BACENI. JIHIVUHRU VUIJIUG—URVI MHIVrIVLG SNIT TIONFORTCOLUNS AP D STRICT RL 1996 I� 12" 1 I 1 I H i GRADE TO MATCH EXIST 1 f 1 I 12" / � I I I � i i I � 30" 4' BELOW FL 10 OF LANG GULCH WALL 15' SEWER WALL HEADWALL LOCATION TOP EL INV. EL BOTTOM EL. H STA. 13+95.35 4970.86 4967.93 4957.0 13.86' STA. 13+46.35 4970.60 4967.53 49587.0 13.60, NOTE: SEE PLAN MID PROFILE DRMYBC FOR LOCATION OF HIFADNWL. ALL CONCRETE SHALL E OASS A OR S. EXPOSED CONCRETE COWERS BALL E CYWiMED 3/4. CONCRETE HEADWALL ISOMETRIC DETAIL BOLT THRU POST O TOP & BOTTOM 4'x4' PRESSURE TREATED POST II n NOTE: SIGNS INSTALLED & PROVIDED BY SIGN SUPPLIER. CUSTOM BASE PROVIDED BY SUPPLIER IF WARRANTED. N.I.C. K4Af*-k>LE (IMV'Wrllf\ M SKM Project: 9615.02 Print Date: SCALE: N.A. DESIGNER : DFS ICHECKED BY: RAC DRAFTSMAN:CADD IPREPARED:05/28/99 NOT TO SCALE III - These drawings are instruments f service provided by Northerr Engineering Services, Inc., and are not to he used far any type of can traction unless signed and damped by a Professional Engineer in the employ of t orthern Engineering Services, IN .. r ASPHALT TO MATCH F I EAL EDGES (TVP.) MP TO E STRAIGHT AND SQUARE. PARALLEL TO SEE OF imom FOR 7RMgiS S or am" THE inom SHALL oowow WIN OSHA STANDARDS LAMM INITIAL. TO 2, - CONDUIT an FLOW OA11Y OVER UIEITY FACILITY INSTALLED AID aACBE.ED PER PEQUS0ENTS NOIM 1. EXISTING PAVEMENT SHALL BE SAW OR WEEI CUT TO OBTAIN A STRAIGHT AND NEAT EDGE FOR ►AMID. SAW CUT SHALL BE MAIL PRIOR 10 PAMD AFTER SACKFUL. TO BOTTOM OF METE PA%UENT. 2. POM TO INSTALLATION OF PARK ALL EDGES OF EHSTNG ASPHALT SHALL HAVE A TAG( COAT APPLIED. 3. N ADWMK AFTER ALL ASPHALT HAS BEEN PLACID, ALL SEMI BETWEEN NEW AND EXMM PAIRHER SMALL E SEAM WIN AN ASPHALT TACK COAT. 4. TOP OF NEW ASPHALT PAYMENT SHALL MATCH THE TOP OF TIME E ITIVIG PA%"MW. ASPHALT PAYMENT M•WW THICKNESS SHALL E Mr. S PAYMENT ECRIMM MULL MAICH EWSNC OR r ASPHALTIC CONCRETE WHICIE!WR K GEA70L AIIpFNLT PAY6efT PATCH CURL N.T.S. 2020' 20' 24" ID STEEL CASING PIPE CASING TO EXTEND 3' MIN PAST HEADWALL W/ 0.50" WALL, COAT W/ RED LEAD PRIMER I #4's ® 12" OC EW CASING SEAL WELDED JOINTS WELD STEEL L BRACKET AROUND CASING PIPE 15" PVC CARRIER PIPE 2" MIN FROM FACE •w BAND W/ SKIDS AS SHOWN .• OF HEADWALL 2" MIN ; ON THIS SHEET •s LARGER THAN OPENING FLOWLINE (OR APPROVED EQUAL) 'f.. _ •__ ._ _,__._ f 1 : c: -W 11' MINIMUM BELOW RIPRAP NOTE: EXTEND RIPRAP A MINIMUM OF 20' UPSTREAM & DOWNSTREAM OF ABUTMENTS PFBE 0F40681INIG 0 L.APKT1 43L OH CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800- 9 A-rQm *87 ORS 6700 W IDEN ERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NHS City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVT; Q � L L y ng er Dote CHECKED BY: .Gate a er ast ! y er i i y —�ate CHECKED BY: — 7 ,7 ormwa L l y a e CHECKED BY: Parks & Recreation �a�e CHECKED BY: N� jra is Engineer 7e CHECKED.D' ae SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED:it dr MANAGER DATE: 4 • Z g i APPROVED: -.�. ENGINEER DATE: _ Z REGISTRY RIDGE P.U.D. OFF- SITE SANITARY SEWER DETAIL SHEET Sheet