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HomeMy WebLinkAboutDRAKE ZIEGLER IMPROVEMENT PROJECT PHASE 2 AND 3 - Filed BC-BRIDGES & CULVERTS - 2008-05-05w I--. C0 I BOX 1 0� a q a• a 0 I i o 0 I n 4'-0" LOW FLOW CHANNEL 6'-0" 4'-0" G TCD_ a o 1 a a 10 10 -0" 10 10 -0" 10„ 22 -6" BRIDGE PARAPET WALL CONDUIT SLEEVES AS REQUIRED (TYP) EL=4875.20 (LOW FLOW CHANNEL) 2.70% GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS D (BOX CULVERT) IN ACCORDANCE WITH CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'c OF 4500 PSI. 2. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 3. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 5. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STD. M-206-1. 6. DO NOT BACKFILL UNTIL TOP SLAB HAS REACHED DESIGN STRENGTH, Pc. 7. GRADE 60 REINFORCING STEEL IS REQUIRED. 8. ALL REINFORCING SHALL BE BLACK OR NON -EPDXY COATED BARS. 9. THE MINIMUM LAP SPLICE LENGTH FOR BLACK REINFORCING BARS SHALL BE: BAR SIZE: 4 5 6 7 SPLICE LENGTWI 1'-3" 1 1'-6" 1'-10" 2' -2" 10. ALL TRANSVERSE REINFORCING SHALL BE NORMAL TO THE CENTERLINE OF THE BOX. 11. FILL HEIGHT IS THE DISTANCE MEASURED FROM TOP OF TOP SLAB TO TOP OF PAVEMENT. 12. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 13. ALL EXPOSED CONCRETE SHALL RECEIVE A CLASS 5 FINISH IN ACCORDANCE TO COOT SPECIFICATIONS. CLASS 5 FINISH SHALL EXTEND 1'-0" BELOW FINISHED GRADE. (EXCEPT BOX FLOOR AND PAVEMENT) 14. STRUCTURAL BACKFILL SHALL COMPLY WITH GEOTECHNICAL SPECIFICATIONS PER GEOTECH REPORT NO. 0975154 BY TERRACON. 15. SEE GRADING PLANS FOR RIPRAP DETAILS. A SECTION SCALE: 1/2" = 1'-0" of i 113.92 LF DOUBLE 10'x7' CAST -IN -PLACE BOX CULVERT B SECTION SCALE: NTS 16. BAR SUPPORTS AND SPACERS WHICH REST ON OR AGAINST EXPOSED SURFACES SHALL BE HOT -DIP GALVANIZED OR PLASTIC COATED. 17. CALCIUM CHLORIDE SHALL NOT BE ADDED TO CONCRETE. 18. FLY ASH SHALL NOT BE ADDED TO CONCRETE. 19. CLEAR COVER OVER REINFORCING SHALL BE 2 INCHES, UNLESS NOTED OTHERWISE. BOX CULVERT DESIGN DATA: 17TH EDITION OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. LOAD FACTOR DESIGN METHOD MATERIALS: CONCRETE: fic = 4,500 PSI., SLUMP = 3" +/- 1" ENTRAINED AIR = 5-7% REINFORCEMENT: Fy= 60,000 PSI. ASTM A615 CEMENT: TYPE IIA MAXIMUM WATER / CEMENT RATIO = 0.45 �i EL=4872.40 (LOW FLOW CHANNEL)—\ I RIPRAP BOX CULVERT LOADING DATA: LIVE LOAD = AASHTO, HS 25-44 AND ALTERNATE MILITARY LOADING. DEAD LOAD CASE 1: VERTICAL EARTH LOAD = 120 LBS./ CU. FT. HORIZONTAL EARTH LOAD = 30 LBS./ CU. FT. DEAD LOAD CASE 2: VERTICAL EARTH LOAD = 120 LBS./ CU. FT. HORIZONTAL EARTH LOAD = 60 LBS./ CU. FT. FUTURE ASPHALT OVERLAY = 48 LBS./ SO, FT. LIVE LOAD SURCHARGE ON EXTERIOR WALLS = 2 FT. OF EARTH. BEDDING REQUIREMENTS: BEDDING MATERIALS FOR THE BOX CULVERT SHALL CONSIST OF ONE OF THE FOLLOWING ALTERNATIVES: 1) MIN 12" DEPTH 1 1/2" WASH ROCK AGGREGATE BASE COURSE, COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY, BY AASHTO T180. 2) 3" OF LEAN CONCRETE BASE, WITH MINIMUM CONCRETE CONTENT OF 250 LBS PER CUBIC YARD. AGGREGATE GRADATION SHALL BE AS FOLLOWS: SIEVE SIZE % BY WEIGHT PASSING SQUARE MESH SIEVES 2 INCH NO. 4 NO. 200 ENGINEER'S STATEMENT PREPARED UNDER MY DIRECT SUPERVISION. U) z L Z w ZWwo� no awwZN�ofy rr a� wtn=w�`Z'd� MO i~ t L' W W W r Z ~ Z �- W (Y==fTI O 3;: F7_ O K0a V1N U W K W W U a �wOOUOt`ZO J Q� x Zia� r 0_ H a- 0- W WJtnF- Z= d d U d Z W:) �F-aaaa00a V z w ?t � in 'n a o o � o M r Y = CO s a (10 z Z w w 0 O O U U r r t- F U U of Of w W w a Z o 0 O w � a Q 0 W d � O HMM 100 O O \ _j 20-70 Z Z to J Z Z 5-15 r r w J 0 w J U Ln < m z m Q m 0 _> w o w �P�v -:'Jl � �•Q 2� o Z t -� 32364 ^ w DATE �' i s A o : 4� DA F. JON , P.E. ' COLORADO NO. 32364 FSSlom ��� FOR AND ON BEHALF OF JR ENGINEERING, LLC. O City of Fort Collins, Colorado `— UTILITY PLAN APPROVAL �� w APPROVED: D� _d� J City Engineer Date w CHECKED BY: 'p1,�- Water & astewater Utility Date \ CHECKED BY: t{-i-Op w 5tormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: ('HF('KFn HY: Traffic Engineer Of O W 1— U J W U X J O Q m of LLJ � Z _J Q U Z LIJ N Q D_ Date I SHEET 24 OF 47 C-1 281 co N r— C.21 a O LO + O. h 0 W W J U a 4895 s 4890 { 4885 4880 + h O 4875 WLLI Z 4870 1 I S f 4865 I ' 4860 I � � t 4855 103+50 Ell 91 STREET A PLAN AND PROFILE LEGEND PROPOSED INTERMEDIATE CONTOUR ... .............. ...�64 PROPOSED INDEX CONTOUR ............................. �.�-g5—�► PROPOSED SPOT ELEVATION 54.67 ...................................... (ALL C&G ELEVATIONS ARE rL U.N.O.) X EX. IN7ERMEDIA7E CONTOUR .......................... 5364- - - -' EX. INDEX CONT01IR..................................... . - - - -5365- - - EX. SPOT ELEvA770NS.................................. ........ X 45.34 HIGHPOINT.............................................................. HP GRADEBREAK......................................................... GB LOWPOINT............................................................. LP TOP BACK OF CURB ................................. .... ............. TOC - FLOWLINE................ .................................... I........ rL or FL EX. S7i7RM CULVERT OR EX 54" CMP LARGE DIAME7EN 57ORM SEW£R................ C _ _ _ _ _ _ 7) EX. 57ORM SEW£R EX. 18' RCP STORM ............................. sT EX. MANHOLE ..................................................... 4r D 20 40 SCALE: 1"=20' r I PREPARE- 4OR PREPARED F —,- :- Drexel, Barrell & Co. Engineers • Surveyors =.� = 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 T COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 CONTACT: JIM A. BRZOSTOWICZ, P.E. COTTONWOOD LAND & FARMS 2465 CENTRAL AVE., SUITE 204 BOULDER, COLORADO 80301 (303) 499-1441 INFO: STRAUSS LAKES BOX CULVERT FORT COLLINS, COLORADO DESIGNED BY: REVISION DESCRIPTIONS CCS C DRAWN BY:TC JTW CHECKED BY: JAB DA STREET A PLAN AND PROFILE STA. 104+00 TO 107+38.95 SCALES:HORIZ. 1"= 20' VERT. 1 "= 5' Mn VA Ur ORIGINAL SIGNATURE AND DATE 4895 l W971 4875 4870 Ww 4855 )ATE: JOB NO SHEET n 13 JUNE 2005 E-5501.1 S %%%% CALH: 111 DRAWING NOO .: SHEETS v:1"=5' 6D 109 I11 Tr cep N X SEE DRAKE/ZIEGLER IMPROVEMENTS PLANS BY JR ENGINEERING FOR ZIEGLER ROAD AND RIGDEN PARKWAY DESIGN DETAILS INCLUDING GRADING OF INTERSECTION. i I I i I I I I i I _£XIS R.O.11 W MAM N (BY OTHE EX/S7. R.O. WJ I I P, TIE INTO DETACHED I I WALK AS SHOWN r A PROX. CL FOSSIL SEE JR PLANS I PROPOSED R RAP (7YP. j I R SERVOIR INLET DI1;CH ( ID) EXIST. R..0..W (SEE SHEET I EXIST. DITCH EASEME P MP VEMENTS X/ST. EASEMENTS I PROPOSED EXIST. D/TLF/ 20'X7�' BO W B` OTHERS)I �nl r CULVERT (SEE SHEET \ 00+26 55.0' LT _ ,I I P <, r £X/ST. R.O.W.I \ PCR' ( >I EASEMENT I tr �` �� , y TIE DETACHI INTO EXI T. TIE NTO PROPOSED ^Ll ❑ << CUR AND GUTTER ��� I 100 51 30.0' LT �I COUNTY ROAD 9 BI LANE LOER PROPOSr R.O.W. ELE�=84.14� I PC I END PI ANT WALK: )/ 6'L I 1 ELE .=84.14' I STA 101+851 LT i SEE SHEET tt FOR 4.5 DETAC D WALK ICI , - CURB RETURN DE AILS TEMPORARY BEY ND PROPOSED HC RAMPS - E. £ E E _ -•-- - p T END -CURB (SEE DETAIL SHEET-t) �84.02' Q FL ELEV_ 85. (s �.� _ ea.to': 10 0.6% e4'24 I t.0% 101+48.03 S ET A DR. - rE ZIEGLER ROAD STREET A I :0+86.23 C L F ID , FUTURE ROADWAY Y STD. 10' CITY CROSSPAN. 100 29.10 10.38't R $ 1 I I I RAISED MEDIAN / AND SIDEWALK 'CONNECT TO EXISTING BEGIN TYPICAL SECTIONI I SPILL CURB do UTTER 102+23.4 B" WATER STUB SEE DETAIL SHEET •)I I TEMPI MED N NOSE WITH �1 CONSITRUC ON JOINT. I �" STATIONING LINE I 100 00 8388t 838 100+50 0 101+00 I N86 51 0$"E 1�OX 1 1 50 i 102+00 102+50 103+00 - - - - - - + T J _ Jt - - -] - -L - 96.06' ✓3"I PLUG W/ TB 5 LF 8 ea. a ea.e3' - o } to (rvP.) GV „ FL E3.79' 8 .29 _ E . _ 8 D. /. P. WA IER 100+0 STREET A= W TERLI�JE _ 5.93' 1 67+84.05 D.I.P. WATER i2-4" SCH 40 I CL ZIE�GER ROAD - 1681.9 LF 8" 8' MIN I END OF P MA. NT - - FUTURE 100+ 4 10.45' RT IRRIGATION CONIUITS D.LP. WATER I ROADWAY PR MENTS AND SI[ N: 12795.08 „ E: 15219.54 8 -45 BEND W/ TB I 68, t a0% I lox ' I ELEV. 84.36't 6.1 LF B" `- a a' D.LPI WATE °� 813.57 3' MIN - -- - -- + CURB, GUTTER AND ° END CURB AN -'GUTTER WALK TO BE EMOVED E r_ FLL ELEV 85 6, AS NECESSAR PROPOSE HC RAMPS ,--,-�i I - - - END PERMANA (SEE DET�4�LSHEET 10 + 4.5' IDETACHED I WALK i I WALK: STA 101 80,RT Q 1" IRRIGATION SERVIT I TEMPORARY 8 OND TIE DETAC ED WALK INTO EXIST. Q SEE SHEET ! FOR Sp 1 +51 30.0 ICOUNTY R AD 9 BIKE LANE/SHOULDER O CURB RETURN DETAILS IP T iPROPOSED I I �I q j I DETACHED WALK SHIA BE`DENIED AT 20 10 0 20 4 E V.=83.93 R.O.W. I w I I I PROPOSE ELEC.( �� i;" , I CULVERT CROSSING TO 6... SEE SHEET + 4 FOR TRANSITION DE LS TYP . W I 0 38.06 15.00 R I 1 I �0 10 +26 55.0' RT I "'45° BEND W/ TB� I I I I------�� ( u Pc SCALE: 1 =20 Qv TIE INTO PROPOSED 2-4" AND 2-2" SCH 40 CONDUITS XISTING ASPHALT TIE INTO DETACHED WALK AS SHOWN COUNTY ROAD 9) A� CURB AND GUTTER SEE JR PLANS FOR WALK DETAILS OVER BOX CULVERT TO BE REMOVED, REGRADED !t REPLACED V ELEV = 83.28't ALONG ZIEGLER ROAD (BOTH SIDES OF STREET AS SHOWN) AS NECESSARY. (SEE SHEET 1) 67 STREET A MEDIAN PLAN AND PROFILE 'u 103+50 104+ SCALES:HORIZ. 1"� 20' VERT. 1 = 5 ® :: 4885 Date I4% I I pr n k1 11_ "cost 'F 4tSb� C.) ' 40551 me oa0 I % ? ��. i NOT VALID IiIiORIGIN AL ro cq - SIGNATUAND DATE a 4855 100+00 100+50 101+00 101+50 102+00 102+50 PREPARED BY: _ Drexel, Barrell & Co. Engineers • Surveyors —__.— 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 �- COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION (719) 260-0887 • (970) 351-0645 • (970) 879-1523 • (970) 257-1350 CONTACT: JIM A. BRZOSTOWICZ. P.E. PREPARED FOR COTTONWOOD LAND &FARMS SUITE 204 2465 CENTRAL COLORADO BOULDER, COLORADO 80301 (303) 499-1441 CONTACT: BILL McDOWELL PROJECT INFO: STRAUSS LAKES BOX CULVERT FORT COLLINS, CQLORADO DESIGNED BY: ccs REVISION DESCRIPTIONS DATE DRAWING INFO. STREET A MEDIAN PLAN AND PROFILE DATE: 13 JUNE 2005 JOB NO, E-5501.1 SHEET ! \ r-4 DRAWN BY' J SITi 'COMMENTS ---'" �— SCALE: N I V 1„=5° DRAWING NO.: 6D 109 SHEETS CHECKED BY: JAB 281 R ..... ................... C.3 CURB RETURN ALIGNMENT. N: 12861.4071 E: 15241.9358 ZIEGLER ROADWAY IMPROVEMENTS (BY OTHERS) 111 Q 0+20 0.0' RT Q PCR' TIE NTO PROPOSED �.. CUR AND GUTTER t^ ELE .=84.14't uJ uJ SEE R ENGINEER/NC o PLAYS V Wm PROPOSED HC RAMPS (SEE D TAIL SHEET i a4 84.10't 9i I q ZIEGLER ROAD ) SEE JR ENGINEREIN PLANS STD. 10' CITY ICROSSPAN, l — i it i @CURVE RETURN DATA R=25.00' A=90°00'06" L=39.27' --TIE INTO DETACHED WALK AS SHOWN SEE JR ENGIEERING PLANS EX1ST. R.O. W. �EX/ST. EA51rAlEN73' P; 0+ 7.27 0.0' RT PC l ELEiv.=84.14' 100+50 0.6% 1 rA (SEE SHEET !) I 101+00 NORTH CURB RETURN PREPARED`rY: Drexel, _ Barrell & Co. Engineers ° Surveyors PREPARED FOR �_,= 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 COTTONWOOD LAND & FARMS �— COLORADO SPRINGS (719) 260-0887 ° GREELEY (970) 351-0645 STEAMBOAT SPRINGS GRAND JUNCTION ° (970) 879-1523 ' (970) 257-1350 2465 CENTRAL AVE., SUITE 204 BOULDER, COLORADO 80301 CONTACT: JIM A. BRZOSTOWICZ, P.E. (303) 499-1441 CONTACT: BILL McDOWELL If ZIEGLER ROAD JR ENGINEREIN PLANS STR ET A ISEE STD. 10' CITY ICROSSPAN. 90° (SEE SHEET 11) A I 100 00 100+50 101+00 I � I 83.68't I I 3.6 ( 1.40% + U+ 9. CURB, GUTTER, AND 83.5 ' WALK TO BE EMOVED T �R I AS NECESSAR \ RE: JR PLAN C) I 0+69.27 0.0' RT l —� PCT ELEV.-83.93' 0+30 0j I TIEof LU RIN W PROPOSED HC RAMPS O CURB AND II (SEE DETAIL SHEET *) I C9r ELEV. SEE PLANSTIE INTO DETACHED WALK AS SHOWN 0+20 SEE JR ENGINEERING START SOUTH CURB PLANS RETURN ALIGNMENT. N: 12731.6103 E: 15249.0737 O1 CURVE RETURN DATA R=25.00' A=90°00'00" L=39.27' SOUTH CURB RETURN k I L 4890 Go eq ND _ ri Co i7 Co 1 zCNI rTi10 o a w o a w FlIUMSED GRADE i4t j 1�. :! , 4885 t_6o� 1.y3X . . /Si1N GR� I { 4880 , , I r 1 - 4875 _ , 48654870 I � f _ I 4860 t I ;. :. I I _ .. ---. .. .. 4855 0+00 0+50 1+00 PROJECT INFO STRAUSS LAKES BOX CULVERT FORT COLLINS, COLORADO DESIGNED BY: REVISION CCS j DRAWN BY: C�Y-Z JTW CHECKED BY: JAB DATE LEGEND PROPOSED INTERMEDIATE CONTOUR.. ......... .. .... ------- 64 PROPOSED INDEX CONTOUR ....... .......................-65 — PROPOSED SPOT ELEVATION 54.67 ....................................... (ALL C&G ELEVATIONS ARE rL U.N.O.) x EX, 1NTERMED/A7E CONTOUR ........................ ... ' - 5364- - - - EX. 1NDEX COIV70UR........................ . - - --5365- - EX. SPOT EZEVA710NS............................................. x 45..34 HIGHPOINT ................ .......... .......... .............. HP GRADE BREAK . ........... ........ ............ ........... GB LOWPOINT............................................................. LP TOP BACK OF CURB. .................................. .. ........... TOC FLOWLINE............................................................. rL or FL EX. S7DRM CUL IERT OR EX. 54 w QVP LARCE DIAME7ER STORM SEWER ............... C - - - - - - :] EX. STORM S£WER EX. 18" RCP STORM......................... .... sr EX. MANHOLE ..................................................... 4r SCALES:HORIZ. 1"= 20' VERT. 1 "= 5' City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Z O ity Engineer Date 31 CHECKED Y: Alp► Water & Wastewater ti 'ty, Date CHECKED BY: j-3/,off Storm Wctcr Utilty Date CHECKED BY: It!R Parks & Recreat,on Date CHECKED BY: AAA Traffic Engineering Date CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON —SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON —SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WDRKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY, NORTH POUDRE IRRIGATION COMPANY APPROVED ' ERR E LIJIAIIVE 94'✓ le STREET A CURB RETURNS PLAN AND PROFILE 40551 A a.0ir NOT VALID W HOUT ORIGINAL SIGNATUR AND DATE lam. \ )ATE JOB NO: SHEET 13 JUNE 2005 E-5501.1 8 �y :CALH 1 "-2O' DRAWING NO.: SHEETS Y: 111_51 6D 109 U N x f 1 R II STOP SIGN WALK 28.5' X 1.5' STOP BAR 100+52.36, 22.0' LT BEGIN 4' WHITE STRI I � o + I I i i - I I I i I I I PROPOSED RIPRAP I T'�T Tr r } , -_ :(SEE SHEET PROPOSED R.4w. I ,� �; '� j C PROPOSED •5' DETACHED CALK I I J I � I 0 141) 1 + Tr, HANDICAP RAMPS L CATCH CURB p I CROSSWALK STRIPING (SEE DETAIL SHEET 6, BIKE LANE i AND GUTTER BY OTHERS I� V I i SiRfEi AI SEE JR ENGINEERING PLANS FOR T 10D+52.36, 10.0' LT ZIEGLER ROAD STRIPING DE " .. AILS � BEGIN 4 WHITE STRIPE '� 12' THROUGH/RIGHT TURN LANE ( I 1� 4 I I I I 12' LEFT TURN LANE I i 01+50 — OUTFALL 101+D0 CURB AND GUTTER, I LANDSCAPED AREA �-LANDSCAPED AREA 8' RAISED MEDIAN I SPLASH GUARDS 1 I -- -- - I I o II { OUTFALL I i I PROPOSED 20'x7' sbx CURB AND GUTTER 17LANE i CULVERT (SEE SHEET O) BICYCLE SYMBOL ARROW SYMBOL I (TYP) I 11' X CROSSWALK � 6� BIKE LANE I ANDGUTTER CATCH GUC URB STRIPINGNG (TYP.) I �� ----- - --------------------- I I HANDICAP RAMPS 10.36, 22.0' RT I I (SEE DETAIL SHEET BEGIN 4 WHO ITE STRIPE T I II f� I x I J,k _ I PR�POSED 4.5' ` DEACHED WALK PROPOSED T.O.W. Ni I(�IF CROSSWALK S PING BY OTHERS ADVANCE WARNING SIGNAGE TO BE INSTALLED IN FUTURE CONSTRUCTION 1+86.91, 22.0' LT ID 4" WHITE STRIPE 1+86.91, 10.0' LT ID 4" WHITE STRIPE END PERMANENT ROADWAY CONSTRUCTION. 102+00 u rc0) O I(SEE (SEE SHEET m I I I— i-------- I i -- I I I 1 I I PROPOSED DRAINAGE I { I Is I EASEMENT I I I i I I II ExrsnNc WALK � I I I I TEMPORARY I I 10 1 5 0 10 CONSTRUC I EASEMENTnON -- I--- —— -- I SCALE: 1"=10' PREPARED BY. I Drexel, Barrell OR Co. Engineers •Surveyors PREPARED FOP PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING — — COTTONWOOD LAND & FARMS CCS E t 1800 38TH STREET BOULDER, COLORADO 80301 (3GRA 44 UNCTION STRAUSS LAKES BOX CULVERT DRAWN BY: dAiy�169% �— COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION 2465 CENTRAL AVE., SUITE 204 (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 BOULDER, COLORADO 80301 FORT COLLINS, COLORADO CCS CONTACT: 3BILL McDOWELL CHECKED BY: JAB CONTACT: JIM A. BRZOSTOWICZ, P.E. 20 1. ALL PAINT MARKINGS AND STRIPING SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 2. ALL STRIPING IN ZIEGLER ROAD BY OTHERS. RE: JR ENGINEERING DRAKE/ZIEGLER IMPROVEMENTS 3. STOP SIGN AND POST SHALL BE IN ACCORDING WITH CITY OF FORT COLLINS STANDARDS. City of Fort Collins, Colorado UTILITY /' PLAN APPROVAL 01 APPROVED: ///� �^ ity Engineer Dale CHECKED BY: mA — Water & Wastewater Date CHECKED BY: U ilit Storm AatPr Uti ity Dote CHECKED BY: V%4 Parks & Recreation Date CHECKED BY: AJ.4- Tra((ic Engineering Dale CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON —SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON —SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMITS) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION COMPANY APPROVE , REP LNIAINE D e STRIPING & SIGNAG`E PLAN 40551 A r� NOT VAUO ORIGINAL SIGNATURE"AND DATE 1 ` M Iva )ATE 13 JUNE 2005 JOB NO: E-5501.1 SHEET ID CALF: 111_101 V: N/A DRAWING NO. 6D 109, SHEETS G- 1 281 .. .., ..... .... . . 1 T 1.25' _ . 6' 4.5' CATCH CURB 2. ID AND GUTTER r_ 6' SIDEWALK 6" TD S THICK PER CITY S ' ( SEE SHEET CONCPETE PARAPIT WALL PER CITY STD. (SEE DETAILS SHEET S) Ira 4.5' 6' CATCH CURB 2.0% AND GUTTER 2% 4.5' SIDEWALK" 6THICK PE R ER CITY STD'S) NOTE: SIDEWALK SHALL BE WIDENED TO 6' AT BOX CULVERT. (SEE SHEET Q S8 30' - ri 30' 4.5' 6' 28,-FL AISED MEDIAN SEE DETAIL THIS SHEET ASPHALT ROADWAY CATCH CURB 2X AND GUTTER 2.0% OUTFALL CURB AND GUTTER COMPACTED BACKFILL (TYP.) ASPHALT ROADWAY SECTION SHALL MATCH THE 6' SIDEWALK (6" THICK PER CITY STD'S) ZIEGLER ROAD DESIGN FOR SUBGRADE REQUIREMENTS, (SEE SHEET v. LAYER THICKNESS, AND ASPHALT MIX GRADES. so STREET A CONCRETE HEADWALL (SEE DETAILS SHEET r) YPICAL SECTION AT BOX CULVERT 119 NO SCALE 30, f 30' 2' 6' FL -FL RAISED MEDIAN SEE DETAIL THIS SHEET ASPHALT ROADWAY I CATCH CURB �- 2% AND GUTTER y Median Width Varies L a Y Splash Guard 3 See Notes 1 R 2, Landscopin 1' Radius L 3 U Pavement I X z 2' (min.) See Note 300 for landscaping �I a3 Outfall Curb and Gutter Compacted N Subgrade (Typical) 1' 6' 1'-9' 1'-9' 6' 1' NOTES! 1, All Splash Guard shall be Constructed of exposed aggregate concrete, as required by the Local Entity. 2, Use 10' ,joint spacing on the Splash Guard concrete (match C&G joints). 3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be paved in concrete (same material as the Splash Guard) 4. Any median trees shall be trimmed so the minimum branch height is 8' above the gutter, 5, A drainage system may be required whenever an irrigation system is proposed within the median. 6' 4.5' --- 2.0% OUTFALL CURB AND GUTTER COMPACTED BACKFILL (TYP.) ASPHALT ROADWAY SECTION SHALL MATCH THE 4.5' SIDEWALK (6" THICK PER CITY STD'S) ZIEGLER ROAD DESIGN FOR SUBGRADE REQUIREMENTS, NOTE: SIDEWALK SHALL BE WIDENED TO 6' LAYER THICKNESS, AND ASPHALT MIX GRADES. AT BOX CULVERT. (SEE SHEET V se STREET A TYPICAL SECTI0N NO SCALE 'EEL CASING 3ELL OF PIPE CARRIER PIPE 1SING SPACERS END VIEW STEEL CASING 1 N. MAX. 10 FT. SPACING ON LESS THAN 48 IN. DIA. 6 FT. SPACING FOR PVC -- ,AW NU 5LAL `--CARRIER PIPE SUPPORTED (REF. SECTION 02224) WITH CASING SPACERS SIDE VIEW NOTES 1. CASING SPACERS SHALL BE STAINLESS STEEEL W/POLYMER RUNNER. 2. STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING. 3. PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT. 4. CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS. OVERLAP BY 3" - 1 BN 3/4' BOLT AND NUT 19.95'X3.75'X 1/2" STEEL ORIFICE PLATE 3/4" A CONCRETE ANCHOR BOLT / L 6"X4"X 1/2" STANDARD DETAILS FOR RAISED MEDIAN ESTREE:TSTANDARns COUNTY CITY OF PORT COLLINS UTILITIES Dr DM MG REVISION NO: DRAWING CONSTRUCTION HATER FIELD OPERATIONS 01/1a/04 AREA DRAI/INGS '' P.O. BOX 580. FORT COLLINS, CO. 80522 STEEL CASING DATE: 09/11/00 704 °"" (970) 221-6700 DETAIL - 7 PREPARE- Jv -- _-- Drexel, Barrell & Co. Engineers " Surveyors PREPARED FOPPROJECTLAND &FARMS PROJECT INFO —1� = 1800 38TH STREET BOULDER, COLORADO 80301 (3GRA 44 UNCTION STRAUSS LAKES BOX CULVERT --r 2465 CENTRAL AVE., SUITE 204 _ COLORADO SPRINGS " GREELEY � STEAMBOAT SPRINGS " GRAND JUNCTION ,- (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 BOULDER, COLORADO 80301 FORT LAKES COLORADO - CONTACT: JIM A. BRZOSTOWICZ, P.E. -- - (303) 499-1441 1.25' in, III wj 41 SEC110N C—C PLATE TIFFENER DETAIL NO SCALE VBOTTOM OF CONCRETE BOX CULVERT BOX CULVERT INLET ORIFICE PLATE DETAIL UPSTREAM (NORTH) END ONLY NO SCALE FOR ANY ADDITIONAL DETAILS REFERANCE DRAKE/ZIEGLER IMPROVEMENTS PLANS BY JR ENGINEERING. DESIGNED BY: REVISION DESCRIPTIONS DATE CCS M DRANK BY: JTW CHECKED BY: JAB 3/4" HEX NUT W/ LOCK WASHER M L 6"X4"X 1/2" 3/4" HEX NUT WITH ® LOCK WASHER 4 THICK STEEL 3/4" BOLT STEEL ORIFICE FACE OF PLATE WITH WASHER CONCRETE NOTE: WING WALL 1. ALL HARDWARE (BOLTS, NUTS, WASHERS, ETC.) SHALL BE GALVANIZED STEEL. 2. BOLT SPACING SHALL BE 12" AND OFFSET FROM WALL ANCHORS. SEE ORIFICE PLATE DETAIL THIS SHEET. SECTION B—B NO SCALE TOP OF BOX CULVERT O FACE C L6"X4"X1/2" MOUNTING PLATE (TYP.) -- - - - - ---- 'n • 19.95'X3.75'Xt/2" I• in • STEEL ORIFICE PLATE - - - - - - - - - 3/4" BOLT • - - AND NUT f - - - - - - - (TYP.) C BOX CULVERT OPENING in LONGL62" Pi STIFFENERS9' WELDED TO BACK OF PLATE. BOTTOM OF BOX CULVERT O FACE-' ORIFICE PLATE PLAN VIEW NO SCALE NORTH POUDRE IRRIGATION COMPANY APPROVED, �^•f"1, REPR :N:NTATIVE 77 - D e City of Fort Collins, Colorado UTILITY PLAN APP APPROvtormWater ^ROV 'AL Z/ v 1� �✓ " Date CHECK U i 6 T e CHECK Date CHECKED BY: ,(�,/P Parka h Recreation Date CHECKED BY: A44 Traffic Engineering Date CHECKED BY: Date DETAILS REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL AIL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMITS) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. 40551 NOT VALID 1YI'I7I'OUT ORIGINAL SIGNATURE AND DATE DATE: JOB NO SHEET rI 13 JUNE 2005 E-5501.1 0 SCALE: H: AS SHOWN DRAWING NO.: 6D 109 SHEETS 19 AS SHOWN C-1 281 TYPICAL BEND ..� .. ....... ... _... -... ,... ... .. .� _,�. .T.T.... ,. -... .. 7 IT T .... ....-..T .. L.. - TT . .. _..... _. .. .. .. .... ...... .. �... ........... .... ., POLYETHYLENE BARING BONO BREAKER-1 SURFACE BEDDING MATERIAL UNDISTURBED SOIL TYPICAL CROSS SECTION MINIMUM BEARING SURFACE AREA ( SO. FT. l BENDS TEE OR II V4° 221/2° 45° 90° ENDD EPIPE 1.0 1.5 2.5 4.5 3.5 1.5 2.5 4.5 B.0 5.5 3.0 4.5 9.0 16.5 12.0 `-3" MIN. i.. ,r,•r ?•;; BEARING I SURFACE POLYETHYLENE �UNOtSTURBED BOND BREAKER ,.SOIL TEE GENERAL NOTES: POLYETHYLENE 1. Bearing surface areas sham in chart are minimnlla. BOND BREAKER , 2. All fittings to be wrapped with polyethylene. . 3. Pipe installed under conditions different from ' those normally encountered shall require BEARING thrust blocks designed for those particular SURFACE conditions. UNDISTURBED 4. Thrust blocks On pipe larger than 12" shall be designed for conditions existing at the SOIL Installation site. DEAD END S. Refer to Section 03300 for concrete requirements. STANDARD CONCRETE THRUST BLOCKS CITY OF FORT COLLINS, COLORADO No. 11 WATER UTILITY DIVISION APPROVED: DATE Gutter 1:12MAXSMpe Apron 0.5' Trw Dome ?t� Waking Panel Section A -A NITS NOW. 1. Set ramp slopes using the caller of Ilk rang. 2. Truntal dank warnln0 panel: Install panels a" with the concrete pour forthe ramp, The panel material shall be "Cast In Tact Warning Panels' or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel material will he provided upon request. 3. Each ramp shall align perpendicular to the sheet in which the ramp is provided to cross. 4. Relief to stand* drawing 1606 in the Lalmer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the caner area all drains to the skeet LEGEND DOC- Back of (fib IL - Property line PT - Point of Tangency r 'ly of full Culling Truncated Dane Wamin election Plan Locations Tnmtsm dads panels: 1-2) 1-2) 5'$BOCtowalk w/velAcalcurb IL&E 5'-T BOC to wale w/ drive over curb 45, \ Conc. Sidewalk 6I 1 y Area to be his A . COLORED -::CONCRETE :. . ca (FT. oar) NOTE: SEE DRAWINGS Re PACE 4 1606 (a) I/4• T00. .PIT E OaTel. ON e- CENTERS . . (R, ccuU ONLY) r A RD TAM OPE I,/rT 4' Y61 CON ETE � .. I 0• dlRa PTION FOMWLMPOE STANDARD GRAY CONCIIN:102 SLOPE MAX OF CUTTER S- RAMP WMW PAMMi LY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. No= M6P U ON2 91ML K eaeOElE 0101111ED eon 4 LIS/ SALON DAVIS Na ,wl (RUE RED) RGMniT OR APPRO\fD EDUAL. DAMS fire WEN T M APPROVED EWAL SHALL 9E APPAL➢ ON ML DOLOPED LWCAEn a AG (FT. CALKS ONLY) S COLOED PO IPIO1 DF TIE RAY WML WE PAIRED WMAMY AND DOMI INTO AWACENT Cf)MCID IE wM A MINIMUM Of 6 EAIAILY SPACED. 16 N01 PN MOINM BARS DNWN a NAIES MINNN (FT. DOLUIK ONLY) S TRANSITIONS ARE TO BE SCORED PEAPCN0011M TO ,BAWL DMECTM MTI SIX 1/4 NCH DEEP TDOLED JOINTS 6 NCHES M CENTER M SHOW. 1 ND .66Mrs APE ALLDRIm IM TINE RONEIIE. SIX NON Arc WAe OR bIRIMv JONr WY ME TOOLED NO CL.OSF11 TMM 6 WOES FRAI ROM LW AS SHDPN. e UwI6RIM CONCAETF TWOXNESS IS 6 MfHES. 6 JOINT PATTERN M NO A,CCOaMG TO YaENYCTON AITIER DETAIL• ON AS WrOMONED eY W ux[ ENTITY. T WOOD RMT FINS, IS REWMED OVER ENTITw SUNFACE 0 RMP AND PLANES. 6 A 6 INCH RIDE A MAY % PANED AT TL e W THE RAID AS w L REQUIRED, IF 0Me N USED IT SNAIL MATCH THE CURB AND WnER STYLE OF ADJACENT CIAB AND CUTTER. 6 ~a RAY MOTI %10iL eE FOUR FEET, CR THE SANE AS TIE man MJACENT iIOEWM . ENCNEWR n BEATEN. UP M A MAxMIN =`fN OF 6 FEET. W THE RAP LAUDING MAY 9E PO IND MOMOUTHIO " THE A0.MaNT 1RANSITONS PROVIDED THAT M APPROVED 'SI AI 2-oN' PIGMENT E USED M COLA TL LANDING AREA „ T- T MESS (AS SPECIFIED ON Move OR LOCAL ENTIY ENWtEA). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 1606 PT of Walk • R19.5' 1 AFM a Co5F11,9R20 PLAN VIEW NITS RESIDENTIAL LOCAL STREET ACCESS RAMPS APPROVED: MRH 09/30/2004 Drawing No. REVISED: Interim 1606(a)- REVISED: 8'-0' (Min.) Length 2% Slope Curb to retain landscape where necessary 3/8" a n aT 6' (Min.) I p SC❑RING DETAIL NOTE: SEE DRAWINGS 1606 (a) NOTE 1 1. The scoring 3/8' deep, with the oriented In the direction of pedes n 2, For Fort Collins, the a base of the ramp shall be colored Tile Red ( ng to Davis color no. 1117, Bayferrox Pigr 0, or a ). ACCESS RAMP SCORING E.ARIMER COUNTY CONSTRUCTION REVISION Nit: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 16D7 A- Flare BOG es Flare Ramp t2F� 0 0 0 0°°Pno D00 melt °° i ()o° / as lsO ocPa�0 Ramp µodes Flare o°ado D°0 / 0°0 0° Flare - 6.. 00 Flare Panels ° % % °u o 0 0 0 0 0 c - u %: �°�; '' 2'1W °�°�°0°°00° 0 PanelsD ooanois)0 BOC Gutter----- oO°°O 0°0°0 FIX Apron A • ,- 5 ; .. urb ------------------- 6• L Case 1-Di gal Ramps Case 2-Non-Directional Ramps Case 3-Mid-Block Ramps Note: lump Panel Width 1. Truncated dame warning panel: idth:Combinations: Install panels along with the concrete 4.5' 2'+2.5' 1 Varies pour for the ramp. The panel material shall be 'Cast In Tact Warning Panels' 5.0' 6A' 25TT 8 2'+2+2' >e 11:12 MAX Slope oE an equivalent material that must be first approved by the city Engineer TOP 6.D 2.5'+2+2.5' 2'+2+2'+2 prior to installation. The panel cola Note: Gutter shall be red, no other color is approved. Truncated dome panels are Or P.' _ Specifcations for the panel and avaliable in 2X2 sqares and Apron ` installation instructions will be 21x2.5' rectangles Combine embedded in the provided upon request. the widths to lit the ramp. g de ramps 2. This drawing shows venial curb. For Panels may be cut to no less LL Section A -A Drive Over Curb the warning detection (Center fine of ramp) location shall be placed in the same than a 21A.5' size. Center "Rol amp NTS position 6' back from the Face or Boc -W or curb FOC face d Curb Curt al -Flow, line TRUNCATED DOME WARNING FOR ACCESS RAMPS APPROVED: MRH 09/3a2004 Drawing No. REVISED: Interim ' fl�'Ma REVISED: PREPARED BY: .1..._..- Drexel, Barrell & Co. Engineers ° Surveyors PREPARED FOR. COTTONWOOD LAND &FARMS PROJECT INFO: DESIGNED BY: GCS REVISION DESCRIPTIONS 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 2465 CENTRAL AVE., SUITE 204 STRAUSS LAKES BOX CULVERT DRAWN BY: 64RAIviEFI COLORADO SPRINGS ° GREELEY STEAMBOAT SPRINGS P GRAND JUNCTION BOULDER, COLORADO 80301 FORT COLLINS, COLORADO JTW (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 (303) 499-1441 CHECKED BY. JAB - CONTACT: JIM A. EIR705TOWIC7, P.F. CONTACT: BILL McDOWFLL DATE If this section Is less than 4' of existing asphalt/concrete, it must be removed and replaced. 6' Full Depth Asphalt or X/Y Composite Section 2' (min.) Trench Width New m d 4, `� Varies Asphalt/Concrete c u a E Clean Road Base a c> Existing Road aF Base J ompncted w Edge of Pavement c of Suitable L or Lip of Existing Materials o Gutter (Water & Sewer) 12' (See Note 9 below for Storm.) IIn) _ ax. Utility Conduit Bedding Material Undisturbed Solt ITESI Al( trenches shall be backfilted in accordance with the above detail unless :herwise specified by the Local Entity Engineer. Prior to placement of asphalt/concrete, pavement edge shall be saw cut a clean, vertical, and straight edge. Where the surrounding soils are non -expansive, a sand/cement slurry (1 Lck mix) may be substituted for bnckfIR material. Trench width shall not be more than 16' nor less than 12' wider than the Jtslde diameter of the pipe. Use a a4 rebar at centers along the perimeter of concrete replacement 'ctions. Refer to Chapter 22,Materials 6 Construction Specifications for compaction id testing requirements. In unimproved areas, all disturbed areas shall be regraded, seeded & ,Itched. In concrete roadways, a minimum of one entire concrete panel must be 'placed. Bedding material depth when Installing storm sewer shall be up to spring ie, except in areas of unsuitable backfill) then, bedding material shall be aced to a level 12' above pipe. TRENCH DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING III URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2201 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: JF )?.A. ity Engineer Dat CHECKED Y: lla er Wa tewate till y a 11tF1,0-7 CHECKED BY: Storm water I ity Date CHECKED BY: A 10 - Pnrlce h R creation Date CHECKED BY: Traffic EngineeriLg Date CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSITRJTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH PO DRE IRRIGATION COMPANY APPROVE0 07 RE PR ENTATIVE IN DETAILS GBDSHEET 13 JUNr- 20os E-5501.1 10 Ln CALE DRAWING NO.: SHEETS �S SHOWN SHOWN 6D 109 5 . .­ C - 1 28 1 7 i� D 2 1/2' CLEAR NNE, GENERAL NOTES FILL MGM IS L '('- 1. ALL COIICREIE SHALL 1E CU65 D (BOX CULVERT), Ad BARS O I•_6• A10( _ at BAP TYPICAL _ 2. ALL CONSTRUCTION JOIMIS SIWL BE THOROUGHLY CLEANED BEFORE FRESH (TYPICAL) TOP AND BOTTOM OF ® 1'-0' L = LENGTH OF CONCRETE IS POURED, TOP AND BOTTOM SUBS (COW.) CONCRETE BOX 3. ALL CONSTRUCTION JOINS NOT SHOWN ON THE PUNS SHALL BE APPROVED /r - FM THE ENGINCONTRACTOR -� 2'-0' 1 -0' SL �% 4. M CONTIRMIOt 5 XESPONSIRC FOR 111E STABILITY CA THE STRUCTURE DUI'"D hi - OmpNK CQNS1RIlCTpN -"f i CONSTRUCTION. N 12 O 6' �411 NB 6' JOIN (TYPICAL) S. STRUCTURE EXCAVATION AND BACKFILL SHRIL BE M ACCORDANCE WITH * STD. M-206-I. • I IH- 1'-0. * F (CN"T il FOR ANY CULVERT SPAN 20 FT. OR GREATER, A FOUNDATION WSTrATM cl(TYP.) ) AND REPORT ARE REQUIRED. 4 WW 6 TOTAL) O 6• w1®(TYP 11- 3 Z ( -_-.- �Tt 1. DO NOT BACKFRL UITEL. TOP SLAB HAS REAM DESIGN STRENGTH. rc. 4 8. SPLICE QUANTITIES FOR LON♦h. DIDRML AID TRANSVERSE BARS ME NOT INCLUDED. ® ,_a 4 TO 9. DOWN 60 REWORCMD STEEL IS REQUIRED. ,,, c2 (TV) i RE1NF 10. THE MAIARA LA' SPLICE LENGTH FOR EPDXY COATED REWMW BARS SH41 . ®6 62 A 6' wx' I NOT APPLICABLE BE: c2 • ® a��; BITE SIZE 4 7 ID 11 i�-----I D1 6' SPLICE LENGTH: I'-3• I'-6 I'-10' 2'-2' 3'-8' 1' B' 5-11 7-3 THE MMMUM W SPLICE LENGTH FOR BUCK REINFORCING BARS SHALL VIE: r �-+ f4 BY 2'-0' W 1'-6' MAIN MRON BM 512E 1 5 6 /7 i6 10 11 F I I S 3' CLEAR ---I • IS REQUIRED (PROJECT 1'-O') z (COW.) W TOTAL) SPLICE LENGTH: L-e' r-4• 1'-7' I'-lo' x'-s' To To r+ WIDTH tb It. ALL DIMENSIONS ARE PERPENDICULAR TO THE CD41MINE OF THE BOX. 12. WINGINAU3 SMALL BE TIED TO CONCRETE BOX LVERT PER SET M-601-20 SECTION B-B 3'-0' 3• CLEAR BOTTOM SLAB 13. TRANSVERSE: PEINFORCTNC SMML DE NORMAL T THE cEWERLME or THE /4 REINFORCING Box. c t1 OR t 2 D1 OR D 2 cy (PACERS �4 �O 1'-0' U. FILLPAVEMEMGMW 6 THE DISTANCE MEA9JRED FROM TOP OF TOP SLAB TO TOP OF 1 G KMN) (2 TOTAL) 15. ALL EXPOSED CONCRETE CORNERS SMALL BE CHAMFERED � IN. 1'-0' Tt B C C - A 7 / - 2 BNRs A HEADWALL SKEW CULVERT Q�ANGLE 2 (COW.) REINFORCING PLAN EA SIZE (f) (FTIN) 4 1-9 3 FA SAME SIZE AS 2 BW 5 2-2 ' O EACH END OF HEADWALL X 6 2-7 H►-1 7 3-1 •, 8 4-0 >l� 9 5-i 10 6-5 a� • WHEN THE FILL MGM IS LESS THAN OR EQUAL TO 2 FT., THE SPACING OF THE d I BARS M THE BOTTOM OF THE TOP SUB SMALL BE 6 INCHES WNG cALcuulT THE ADDITKAUL SECTION A -A RREI OMNC OUANIY. S°IS M"FT17 ADDED REINFORCING. LBS./UN n. _ (- - ) e 0.66E - 0,891 S DESIGN DATA IPH EDITIM OF THE 09M STADCAD SPECIRCATIONS FOR HIGHWAY BRIDGES SERVICE LOAD DESIGN METHOD SPIRT MIN LAPLENGTH 71P. UNR STRESSES Is 24DOo I = 6 lopRE SLABORC - .L. 5DD Esi, tc = IA00 Pei., fc = 4,500 Psi, (TYPICAL) L) n -8 SPAN J LIVE LOAD = MSNTO. HS 20-44 MID ALTERNATE MILITARY LOAOAID - -... n. -- - - - DEAD LOAD CASE 1: VERTICAL EARTH LOAD . 120 LBS./CLE FT. w,iRUCTION JOINT w g 7 HOR20WAL EARTH LOAD - 30 LBS./CUT. (TYPICAL) 6 TOTAL 10 7 DEAD LOAD CASE 2: VFRTM EMIR LOAD = 120 LBS./CU. E. HORIZONTAL EARTH LOAD . SO LBS./CLE n. 6 TONAL 4 9 FUMRE ASPHALT OKRIAY = N lffi./50. E. 1, y 16 9 LIVE LOAD SURCHNIGE ON EXTERIOR WALLS - 2 n- OF FARM •' 18 9 • L - TO 10 * F IEAOWALL MOUNT GORDRAR 5 USED (SEE M-EKI SHEET 15): - ALL REINFORCING STEEL SMALL BE ACCORDING TO THIS BOX CVLVERF PLAT. .�' 90TTOM SLAB REINFORCING - ANY ADDTDONAL SRRINJP LENGTH WILL HOT BE MEASURED AND PAID FOR (T PICµ) SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. SAGE 7 L STAGE 1 - HEADWALL DIMENSION AND CONCRETE OU'YNN( �- SHALL BE ACCORDING TO M-606-1 SHEET 15. NOT TO SCALE - POST ANCHORS SMALL BE PROVIDED ACCORDING TO A� ' sHEEr 1s. CONDETAIL FOR STAGED CONSTRUCTION POSTJOINT - POST ANCHORS AID CONCRETE FOR HEADWALL MOUNT SECTION C-C HEADWALL CORNER REINFORCING DETAIL NOTE: THIS UETAR IS FOR CONSTRUCTION JOINTS PERPENDICULAR TO THE L OF THE BOX ONLY! OF GUARDRAIL WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SIVLI BE INCLUDED IN THE WORT(, - POST ANCHORS *" REQUIRED NO ENCASED M HEADOUI CONCRETE. SMALL BE ASTM A36 DR AASHEO M-169 STEEL. Colorado Department of Transportation (] 4201 East Arkansas Aw" _ De1NeQa8022E r�%"=-.n•1Lm Hone:: (303) D3) 757-9083 FAX: (303) 757-9820 Project Development Branch SD Computer File Information Standard Plan Revised SINGLE BOX CONCRETE CULVERT STANDARD PLAN NO. Path: w dot.stote.w.us/D"*pPmocts/DNNSnsLvpod/msinnd^rdN/ Date: Comments: M-601-1 Droving File Wool 601010102.dwg -- _ ._._ Acne version: R14 saole. NA units: English Issued By: Project Development Branch October 1, 2000 Sheet No. 1 of 2 GENERAL NOTES 1. ALL EXPOSED CONCRETE CORNERS SEAL BE CHAMRRED 2. BROOIALL FOOTINGS AND FLOOR OF ON CULVERT SMALL BE PLACED MONOLRMCALLY. 3. 111ME1510N5 TA', 'II 'MST', TI', Y. 'In' AND ANGLES FOR WMGWNLS SHA . BE AS Al " ON THE PLANS. 4. REINFORCING STEEL SMALL BE GRADE BID 5. THE MM" SPICE LENGTH FOR COMMON BITE SIZES SHAl1 K: BAR 4 5 SPICE LENGTH 1'-3' 1' 7' a " b : b e ! d BARS ' CONC.CU.YR/LF. • REMF. LB./L.F. • DOES NOT INCLUDE T"-5- 2 1 1--a J r-2 2'-0' 3'-2' MI'-6• M7'-6 0.161 D.210 8.0 9.3 TOE WALL OUANTTXS 318•I S2, 21 V-4' 1'-2• U DESIGN TABLE -OESGN FOOOTMG LINE. CONSTRUCTION FOMM LINE. PUN ._. ELEVATION / DESIGN EXAMPLE b-4'-0' I w -V-2• 0-2-2' QUANTITIES FOR ME 10 N- 0019 CU. YL ' CEMENT CKINI3.4 LIL S' 3� - -1 6• I- � 1 #1 ALONG TOP OF WALL T T T LONG C - BFRS SNORT C - BMRS ALTERNATE MAIM LONG C -CARS. 3'/2' x 1'/1 GOWER. KEY 2' CUR. _7' 1 CTRS. II' _6. 607' CTRS 604 54.6 1 B•RS 4'-7.5" 12" 1 OILY +4 • 1'-6' / P V R J' CITE NOT APPLICABLE Computer File Information Path: w ,LW.stote.co.w/DnelopProiects/DesignSuPPort/MSimd Droving File Name: 6010200101.dwg Acod Version: R14 Scale: NA Units. English FILL SLOPE -2' CUR. 140 r- - r. 7 5'-T MA%. FOR 11/2:1 SLOPE UMMOED FOR SLOPES FLATTER THAN 11/21 SREIWD "E4MKL, F 0/2 UIMPI E BEHIND WL1S, F SPECIED M PIAW REOUIRED, HILL BE SPECIFIED AND PAID FOR AS SHOWN ON THE PROJECT INNS 4 or Bottom d - OARS STATKNIBG 5'k. SIX 14(SEE DETAIL 'Aj 31CLR. 0 11 • -jll I a TYPICAL SECTION / OONCREIE APRON P SPECRRD ON PUNS. FLOW rTOE NW�" ear 1 // / ABET CANON COWL M / REpJIRED IF CBC USED M A CATTLE PASS. CDC ME WALL 02-0' • 12' CENTERS EACH FACE LOCATION OF Ck - FI L I A SIX LONONDMAL TOE WALL 6e 1� 1( ,� 14 FOOTING BARS. TAI •, " PROJECT 1 -D• MM. ADO CULVERT FLOOR FOR PIPE HEADWALL r3'CIR, i1 rAT 1'-0' (SEE AI-601-10) TYPICAL CULVERT LAYOUT iMR61E) SLOPE (- DESIGN DATA: -�- WITH TOE WALL UNIT STRESSES: Is = 24,MD P9 I 1,200 PSI 6' y e' qY - / ( RE -J6 LBS. CU. R. EPR PRESSURE T NAXMIJM ME PRESSURE = 1 101/50. MAQNUJM R BW ALL CONSTRUCTION ,ONES SHALL BE THOROUGHLY CLEARED r _ ° OR� BEFORE CONCRETE IS POURED. . 11 -0• • I'-6' WAGWALL AID APPON WNCRETE SHALL O: K CHANNEL (INERT CONCRETE CLASS 8, OR D (BOX CULVERT) FOR CBC'N. BOA CONCRETE CLASS 8, OR D (WALL) FOR PIES. H N R APR N - - L1K LOAD SURCHARGE HAS NOT BRIT CONSIDERED. MAILS ,. REINFORf.FMFTJ7 D L8./S0. n. WmRN /2 OF THE EDGE (K THE ROADWAY SHOULDER WILL n REQUIRE A SPECIAL DESIGN IN ACCORDANCE WITH MSHTO CULVEW MVDW STANDARD SPECIFICATIONS FOR HGMAY BRIDGES, BOX ELEVATION APRON REQUIRED AT WXT OF THE CBC, M USED M = H. B o DR RISE + (I'-4� FOP CAME PASSAGE. UNLESS OTHERWISE SHOW ON RUNS. PREPARED BY: _,I,-,r_ Drexel, Barrell & CO. Engineers ' Surveyors FRFPAItED POI' COTTONWOOD LAND &FARMS ' ,L-- 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 2465 CENTRAL SUITE 204 COLORADO SPRINGS CREELEY STEAMBOAT SPRINGS GRAND JUNCTION DO 80301 BOULDER, COLORADO (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 (303) 499-1441 CONTACT: JIM A. BRZOSTOWICZ. P.E. CONTACT: BILL McDOWELL • SINGLE CONCRETE BOX CULVERT DIMENSIONS & QUANTITIES (EXCLUDING HEADWALLS dG TOEWALLS) BOX SIZE FILL ALLOWED HEIGHT SLAB • WALL THICKNESS (INCHES BAR SIZES d A 1 DIMENSIONS QUANTT TIES S R HT. WIDTH t_1 k bl 12 b2 WI h w2 cl c2 hl h2 vl v2 v3 CONCRETE REBAR STL FT. FT. FT. -IN. FT. -IN. FL -FT. T{ T TW I I It b It NO. FT. -IN. FT. -IN. FT. -IN. FT. -IN. FT. -IN. CV.YDS./LIN.FT LBS./LIN.fT. 6 1 8-5 7-8 0 TO /O 8 9 10 4 5 5 4 4 4 1 48 2-7 2-11 7-6 2-3 2-3 0.834 153 8-1 7-B 10 TO 15 1.6 10.5 10 4 5 5 4 4 2-7 3-1 7-6 2-4 2-4 0.88E 154 -1 7-8 15 20 10 1 .0 IV 4 5 5 4 4 9 2-7 3-3 7-9 2-6 -6 0.953 156 6 7-7 9- 0 TO 10 1 4 6 6 4 4 4 52 -4 -10 6-7 -4 -4 184 .5 7-11 9-8 l0 TV 1510.5 12,5 10 4 6 6 4 4 4 3-0 2-10 6-8 2-6 2-6 1.05] 184 8-} 9-8 l5 TO 20 MIS 1a.5 10 4 7 7 4 4 d 3-2 2-11 6-10 2-8 2-8 1.176 207 8 8 9-7.5 9-8 0 TO 10 9.0 10.5 10 4 6 6 4 5 4 60 4-5 3-5 8-7 2-4 2-4 1.076 224 9-11 9-B 10 TO 1510.5 12.5 10 4 6 6 4 5 4 2-9 3-7 B-e 2-6 2-6 1.180 218 10-3 9-B 15 TO 2012.3 14.5 10 4 6 6 4 5 4 2-9 3-9 8-10 2-8 2-8 L299 221 10 11-8 9-8 0 TO 10 9 11 10 4 6 5 5 5 5 64 2--9 2-9 1-10 2-10 2-10 1.214 253 11-11 9-0 10 TO 15 10.5 125 10 4 6 6 5 5 5 2-9 2-9 10-8 2-11 2-11 1.303 267 12-} 9-11 15 TO 2012_t 14.5 11.5 4 6 6 5 5 5 2-11 5-1 10-10 3-1 3-1 1.536 282 6 7-10.5 11- 1 10 4 7 4 56 -4 - 6- -11 - 1.181 4 8-3 11-8 10 TO IS 12.5 14.5 10 4 7 7 4 5 4 3-4 2-11 6-10 3-1 2-8 1.343 248 8-10 11-B 15 TOE I5.5 18.5 10 4 7 7 4 4 5 3-1 2-9 7-1 3-5 3-0 1.395 244 10 8 9-10.5 11-8 0 TO 10 10.5 12.0 10 4 6 7 4 5 5 64 3-11 3-5 B-8 2-11 2-6 1.304 266 10-3.5 11-8 10 TO 15 13 14.5 10 4 7 7 4 5 5 4-1 3-6 B-11 3-1 2-8 1.484 282 10-9 11-8 15 TO 2015.5 17.5 10 4 7 7 4 5 5 3-6 9-1 S-4 2-11 1.68E 280 11-11 11-8 0 TO 10 10.5 12.5 10 4 6 6 4 5 5 2-11 4-6 10-e 2-11 2-6- 1,445 70 10 12-3.5 11-8 10 7V 1512.5 15Z 10 4 7 7 5 6 5 68 3-4 4-10 10-10 3-7 3-2 1.608 354 12-8 I1-11 15 TV 2015_0 17.5 INS 4 7 7 5 5 5 3-B }-4 11-1 3-4 3-4 1.905 328 12 6 8 7-11 13-8 0 TO 8 10.5 12.5 10 4 7 7 d 6 5 60 68 3-11 3-8 6-B 3-4 2-6 1.341 306 6-4 13 -8 >8 TO 12 13 IS 10 4 8 8 4 5 5 2-10 2-9 6-11 3-2 2-9 1.551 313 8-9.5 13-8 12 TO 1615.5 18 10 4 8 8 4 5 5 3-6 2-9 7-1 3-5 3-0 1.783 319 9-3.5 9-11 13-8 13-B 16 TO 2019.0 0 TO 8 10.5 20.5 12,5 10 10 4 4 8 7 9 7 4 5 5 6 5 5 3-6 4-1 2-9 3-9 7-5 8-8 3-7 3-4 3-2 2-11 2.037 1.464 341 351 10-4 13-8 >8 TO 12 13 15 10 4 B 8 4 6 5 3-4 2-9 8-11 3-6 2-8 1.675 358 10-9.5 13-B 12 TO 1616.5 18 10 4 B 8 4 5 5 3-6 2-10 9-1 3-5 3-0 1.907 338 11- .5 1 - IB 201 .5 1 1 4 4 -6 - 9-4 - - .16 4 10 12-0 13-8 0 TO 8 11 13 10 4 7 7 4 6 5 72 5-3 4-4 iG-8 3-5 -7 1.630 360 1 -4. 1 - >8 0 12 13 15. 10 4 4 6 3-4 -4 10-11 -7 -9 1.819 12-9.5 13-2 13-9 13-11 l2 1Y1 IB 18 TO 20 15.5 18 IB 20 10.5 1L5 4 4 8 8 8 8 4 4 6 6 5 5 4-3 4-4 S-2 3-5 11-1 11-4 }-10 4-0 3-0 3-2 2.07E 2.34E 190 396 88-5 7-11.5 15-8 0 TO 6 11 125 10 4 B 8 5 6 6 68 4-3 4-0 6-9 3-4 2-11 1.507 408 -2 15-8 >6 TO 8 12 14 10 4 8 B 4 5 6 4-1 3-4 6-10 3-6 2-8 1.628 386 1 - >8 TO 10 1 155 1 4 8 4 -4 -9 -11 -7 -9 1.77 6 8-9 15-8 >10 TO 1 15.5 17.5 10 4 9 9 4 6 5 4-3 2-10 7-1 3-9 2-11 1.966 421 -4. 1- > 2 1 1 1 1 4 4 -6 2-10 7- - - .32 4 0 -7.5 15-8 >16 TO I 21 22.5 10 4 9 9 4 5 5 3-6 2-11 7-7 3-9 3-4 2.474 402 14 8 1- 1- 0 0 11 1 I 4 6 76 4-4 4-1 B- -5 - 1.654 43 10-2 15-8 >6 TO 8 12 14 10 4 8 8 4 6 6 4-2 3-7 8-10 3-6 2-8 1.751 41V 1 -5.5 15-8 >8 TO 1013.5 16 10 4 8 8 4 6 5 3-4 2-11 8-11 3-8 2-10 L920 394 10-10 15-8 >10 TO 1 15.5 18.5 10 4 9 9 4 6 5 4-3 2-11 9-1 3-10 3-0 .1313 444 11-3.5 15-9 >12 TO t 18.5 21 10.5 4 9 9 4 5 5 3-7 3-1 9-4 3-8 3-3 .439 421 11-6.5 15-8 >16 TO 1 20 2T5 10 4 9 9 4 5 5 3-6 3-1 9-6 3-9 3-4 .549 419 12-0 15-8 0 TO 6 11 13 10 4 8 8 5 6 6 4-10 4-4 10-9 3-5 3-0 17]8 455 1 -2.5 15-8 >6 TO B 12 14.5 10 4 8 8 4 6 6 4-10 4-3 10-10 3-6 2-8 1°99 439 F 12-5.5 15-9 >6 TO 1013.5 16 10.5 4 B 8 4 6 6 80 3-4 3-5 10-11 3-8 2-10 ,052 426 1 -9.5 15-9 > 0 1 1 1 10.5 4 8 4 6 6 4- -4 11-i 3-10 - .277 436 13-4 15-10 >12 TO 1 18.5 21.5 11 4 9 9 4 6 5 4-4 3-5 11-4 4-1 3-3 .634 443 1- .5 1 -11 >16 TO 1 22.5 11. 4 9 4 6 5 4-4 3-6 11-6 4-2 -4 .798 477 6 8-2.5 0 TO 6 12.5 14 10.5 4 8 8 4 7 6 72 4-7 3-11 6-10 3-6 2-8 1.841 452 8-5.5 >6 TO 8 135 16 11.5 4 8 8 5 7 6 3-10 3-5 6--11 3-8 3-3 .057 463 8-9 >0 TO V 15.5 17.5 11 4 9 9 5 7 6 4-10 3-5 7-1 3-9 3-4 242 524 16 8 10-3.5 0 TO a 12,5 15 10.5 4 8 8 5 7 6 80 4-7 3-10 8-10 3-7 3- 025 497 1 - >6 14. 16. 11. 4 4 7 -B -4 - 4- -1 .1 .5 10-11 >8 TO 10 16.5 18.5 10.5 4 9 9 4 6 5 4-3 3-2 9-2 3-10 3--0 2.436 484 10 1 -4. 177--111199 D 13.5 15 1 4 7 84 4-9 12-8 >6 TO B 15 17 10.5 4 9 9 4 6 6 4-3 3-4 11-1 3-9 2-11 .401 515 12-11 >8 TO 1016.5 18.5 10.5 4 9 9 4 6 6 4-3 3-4 11-2 3-10 3-0 2.566 516 e 10 -5 0 TO 3 13.5 15.5 1L5 4 B 9 5 7 7 84 5-2 4-5 8-11 4-1 3-2 ,351 588 >5 TO 7 15.5 17.7 11 4 9 9 4 7 6 4-10 3-11 9-1 3_9 2-11 .563 565 1810-9 10 1 - 19-1 0 TO 14 16 11 4 9 4 7 6 88 -1 4-6 11- -1 '.515 9 12-9 19-11 >5 TO 7 15.5 17.5 11.5 4 9 9 4 7 6 5-0 4-5 11-1 3-10 2-11 .738 597 8 10-3.5 22-0 0 TO 3 13.5 15 12 5 9 9 5 7 8 92 5-9 5-2 8-11 4-1 3-2 2.528 700 10-9.5 22-2 >3 TO 6 16 17.5 13 4 9 9 4 7 7 5-5 4-9 9-2 4-3 2-11 .934 646 11-OS 22-3 >6 TO 8 17 19s 13.5 4 9 10 4 8 7 5-8 4-7 9-3 4-5 3-1 3.173 727 11-5.5 22-2 >a TO 1019.5 22 13 4 10 10 4 7 6 5-0 4-4 9-4 4-2 3-4 3.481 702 20 10 12-5 21-11 0 TO 3 15 15.5 11.5 4 9 9 5 7 7 96 5-4 4-11 11-1 4-1 3-2 2.773 692 .5 12-9 22-1 >3 TO 8 IS 18 12.5 4 9 10 4 8 7 5-8 4-9 0-1 4-4 -0 3.021 751 13-0.5 22-1 >5 TO 8 17 19.5 125 4 10 10 4 8 7 5-7 4-7 11-3 11 4-5 3-I 3.259 792 1 -5.5 22-2 >8 TO 019. 13 4 10 1 4 7 6 5-1 4-7 .1 4-2 -4 3.64 728 HEADWALL AND TOEWALL QUANTITI HEADWALL SKEW ANGLE 90% TO 75% 74% TO ISO% 59% TO 45% SPAN - S 2 STIRRUPS �VBAANR T. 2 STIRRUPS QUALM 2 STIRRUPS �Uq NT. / / LBS./UN.FT. / / LBS./UN.FT. ' A LBS./UN.FT. 6 4 a 22.1 d 4 21.9 4 4 21.3 8 4 4 225 4 4 22.3 5 4 280 10 5 4 20.E 5 4 27.9 7 4 43.2 - 12 5 4 27.6 6 4 34s 8 5 564 14 6 4 34.0 7 4 41.9 10 5 815 16 6 4 32.3 8 5 18 7 4 39.0 9 5 20 7 4 38.6 11 IS 96.9 # • # CONCRETE QUANTITY = 0.085 CV,YDS,/UN.FT. NOTES: QUABNIES ARE PER UNFAIR f00T (OF NFADWILL) FOR 9RF HEADWALL AND TOEWALL MG INCLUDE ALL HEAV ALL AND TOEWALL RDNFORC NG STEEL. * A SKEWED HEADWALL IS NOT RECOMMENDED FOR THESE SPANS. A SPECIAL DESIGN IS REQUIRED. FOR HEADWALL AND TMILL DETAILS SEE PREVIOUS SHEET. •MEN THE NOMIWL FILL NO" FOR THE CONCRETE BOX CULVERT IS a 2'-0', ALL RERWORW STEEL IN THE HEADWALL SHILL BE EPDXY -COATED. ALSO, THOSE REINFORCING BARS DESIGNATED Of AN ASTERISK (IR) AND THE dI BARS AN THE TOP MU OF THE TOP SLAB SMALL RE EPDXY -COATED. REINFORCING CU MO INCLUDE ROM EPDXY-CDA/ED AND UNCOATED BARS. MIEN AN R (RISE) OF LESS THAI SIX FEET 5 REQUIRED. USE THE BW SIZES AND THE SUB AND WALL T14CKNESSM FOR THE SIX FOOT RISE OF AVAILABLE). • THE Sr2E OF d I BARS 5 µ. THE NUMBER OF BARS RFIAAMD IS LIED. Colorado Department of Transportation Computer File Information Standard Plan Revised SINGLE CONCRETE STANDARD PLAN N0. () 4201 East Arkansas AWernle D6�'Q�222 Path: www.dol.state.w.w/DelekpProects/DesignSupport/MStond rds/ Date: Comments: BOX CULVERT M-601-1 Phone: (3303)03) 757-9083 FAX' (303) 757-9820 Drawing File Name: 601010202.dwg Sheet NO. 2 Of 2 Project Development Branch SD Acod version: R14 Scale: NA Unft English Issued By: Project Development Branch October 1, 2000 INFO. STRAUSS LAKES BOX CULVERT FORT COLLINS, COLORADO SEE SHEET W FOR PROJECT SPECIFIC CDOT DETAILS DESIGNED BY: REVISION DESCRIPTIONS CCS DRAWN BY: ENT CDOT CHECKED BY: DATE City of Fort Collins, Colorado UT= PLAN APPROVAL APPROVED: L 8� Ity EngmeeT Dote CHECK BY: Meter d Wastewater U 1 ty Date CHECKED BY: Storm Water Utility Date CHECKED BY: AM Parke k Recreation Dote CHECKED BY: Traffic Engineering Date CHECKED BY: Date REVIEWED BY: LARTMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIF-'W OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PIAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION COMPANY APPROVE EPR .SI:NTATIV CDOT DETAILS DATE JOB NO: SHEL1 13 JUNE 2005 E-5501.1 ! SCALE. DRAWING N0: SHEETS H AS SHOWN 6D 109 W %Q v: AS SHOWN C des, 1 28 1 I .. __ �....—.— .. _.. . .... .. .. . .. ..... ......n 1.. .. .. .... .. ... .. ....q.... .7� ... , .... .. ..... 1 — .... r .. , ..... .... ... .. .. .......... .. ... r I � f 'k SEE SECTION A -A FOR ADDITIONAL BARS AT TOP OF SLAB d 4 JNG1TUDINA[ OAR'S Q, -6" MAX. — (TYPICAL) TOP AND BOTTOM OF TOP AND BOTTOM SLABS (CONT.) r 11 a #7 #7 @ 6" (TYP.) �I 13.5" #8 TOP C BOX DIMENSIONS DIM. ID Dal. S 20' R 7' WIDTH 22-3" HEIGHT 10-0.5' SKEW ANGLE 4' C #9 @ 6" #4 @ 6„ 2 1/2" CLEAR TOP & BOTTOM LONGITUDINAL BAF N OPTIONAL CONSTRUCTION JOINT (TYPICAL) 9 i #4 2" CLEAR EACH FACE, TYP. #4 ©6" ,< U� (TYP.) < 2 1/2" CLEAR < 3 K (J J _#4 m �7a 110 @ F" #4 @ 6" "o (TYP.) / #4 D 9 20' 3" CLEAR - 13.5" N 22'-3" —� SECTION B—B #4 TOP OF TOP SLAB #9 BOTTOM OF TOP SLAB n TI BARS A C CONTINUOUS j HEADWALL SKEW CULVERT � /ANGLE #10 TOP OF BOTTOM SLAB #4 BOTTOM OF BOTTOM SLAB , #7 BO1 STEEL HANDRAIL S 18' MEET CITY STANDARDS. SUBMIT SHOP DRAWINGS FOR REVIEW. EXTEND TO FINISH GRADE (TYP) 1" BRICK VENEER FACING #5 O 12" O.C. #4 O 12" O.C. #7 BARS - 'Z' BAR! in CONTINUOUS 2" CLEAR a N v (3 BARS PER CDOT) #4 O 12" O.C. (TYP.) N " 2 CLEAR 1" BRICK CONTINUOUS W/ VENEER FACING PARAPET WALL PER CITY STANDAR REINFORCING BEYOND 36" MIN. LAP LENGTH COMPACTED BACKFILL 2.0% GRADE TO TOP OF WINGWALL. MAX SEE PLANS 3� 6 #4 AT 12' CONCRETE WALK (TYP) _ • 12,j COMPACTED EMBANKMENT #4 O 12" 3" CLR. MATERIAL (TYP.) 12" COMPACTED #5 O 12" VARIES 18 �� -� �i� � DRAINAGE FILTER • MATERIAL #4 O 12" O.C. 12" z1)i" 400 PERFORATED PVC PIPE WRAPPED IN FILTER # 5 O 12" O.C. FABRIC TO DAYLIGHT l BEYOND WINGWALL -_. �. n---------- ---- 3 CLEAR N -�{ 2" CLR. TOP SLAB BOX • CULVERT BEYOND #4 O 12 O.C. L---- ------------EXTEND�rO"INTO- 3 CLEAR 04 O 12" O.C. (TYP.) -- (TYP.)-I --I #5 O 12" O.C. TOP SLAB OF BOX STRUCTURAL FILL CULVERT BEYOND COMPACTED TO 95% STD. 2" CLEAR PROCTOR DENSITY (TYP.) BOX CULVERT REINFORCING NO SCALE DETAILS REFERENCE CDOT DETAILS. FOR BOX CULVERT DESIGN, REINFORCEMENT PLACEMENT AND DESIGN, AND WINGWALL DESIGN REFER TO SHEET IFOR CDOT DETAILS M-601-1 AND M-601-20. FOR BOX CULVERT AND WINGWALL DIMENSIONING REFER TO SHEET!. FOR ORIFICE DESIGN REFER TO SHEET 1♦0. BOX CULVERT -CONSTRUCTION NOTES ALL REINFORCING STEEL SHALL BE GRADE 6U UEFORMLD 8AR. 2. CONCRETE FOR THE BOX CULVERT SHALL BE CDOT CLASS D. CONCRETE FOR THE WINGWALLS AND PARAPET WALLS SHALL BE EITHER CDOT CLASS B OR CLASS D. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 4. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 5. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. 6. THE BOX CULVERT SHALL NOT BE BACKFILLED UNTIL THE 4,500 psi DESIGN STRENGTH IS ACHIEVED. 7. ALL TRANSVERSE REINFORCING SHALL BE PERPENDICULAR TO THE BOX CULVERT CENTER LINE. 8. STEEL BRIDGE TAIL AND BRICK VENEER SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 9. ALL OTHER MATERIALS NOT SPECIFIED SHALL BE IN ACCORDANCE CDO rES' EDITION. FILL SLOPE � 10' 5-D' MAX. FOR 11/2:1 SLOPE UNLIMRED FOR SLOPES FLATTER THAN 11/2:1 I /4 ALONG TOP OF WALL T2' CLR. T#4 • 1'-e C - BARS N ./2 DRARNGE BEHIND WALLS, IF SHORT C _ BARS REQUIRED, WILL BE SPECIFIED ' ALTERNATE WITH AND PAD FOR AS SHOWN LONG C - BARS. ON THE PROJECT PLANS t3/2 11/2KEYC - BARS LR. 1 -0' ST+. SIX P4 (SEE DETAIL 'A' T— 3'CLR. ° ° DOUR r TYPICAL SECTION #4 TnpCU7TM000Ann�S j4 AT 6' O.C. TOE WALL REQUIRED, 1z'� ALL SECTIONS MNGWALL do TOE WALL REINFORCING DETAIL SECTION NO SCALE GWAIJ, REINFORCEMLNT IS PER CDOT DETAIL M-601-2 ON SHEET IN NFORCEMENT VARIES WITH WALL HEIGHT IN ACCORDANCE WITH CDOT (AILS. SEE SHEET FOR WINGWALL DIMENSION DETAILS. ca PREPARE[) B7. Drexel, Barrell 0" Co. Ef gineeFS ' SUFVf:yors PREPARED FOR. PROJECT INFO'. ll O� COTTONWOOD LAND & FARMS p 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 2465 CENTRAL AVE., SUITE 204 STRAUSS LAKES BOX CULVERT —T— COLORADO SPRINGS • GREELEY STEAMBOAT SPRINGS GRAND JUNCTION BOULDER, COLORADO 80301 (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 (303) 499-1441 FORT COLLINS, COLORADO CONTACT: JIM A. BRZOSTOWICZ. P.E. I CONTACT: BILL McDOWELL DESIGNED BY. REVISION DESCRIPTIONS CCS C4T*­fOMMENT!, DRAWN BY: MMENTS JTW CHECKED BY JAB -- DATE � HANDRAILS PER CITY OF FORT COLLINS STANDARDS SUBMIT SHOP DRAWINGS FOR REVIEW SOD/SEEDING SHALL BE IN ACCORDANCE WITH CITY STANDARDS. w — z PROPOSED CURB N o AND GUTTER a LANDSCAPE STRIP rb � . 04 N CONCRETE WALK PROPOSED ASPHALT ROAD 2.0%" o 1 " 16' Ail- 6' WALK 4' u a 1 2-2 SCH 40 CONDUIT ILANDSCAPE I- I'I TYP. BOTH SIDES - - -_- 2-4 SCH 40 CONDUIT • _- (TYP. BOTH SIDES) COMPACTED EMBANKMENT MATERIAL #4 BARS O 6" O.C. 1 W/ HOOK IN TOP OF PROPOSED BOX CULVERT •+ �5{ PARAPET AS SHOWN #4 6" O.C. TOP OF BOX REINFORCEMENT SHALL TRANSVERSE BARS MATCH SECTION B-B CTI 7 BARS UO- 'Z' BARS SECTION A —A (3 BARS PER CDOT) PARAPET WALL DETAIL NO SCALE HEADWALL NOTES: NOTES: �9 1.PROVIDE MASONRY TIES FOR EACH 1. REFER TO CDOT STANDARD PLAN M-601-1 ON SHEET 0 FOR BRICK COURSE. BOX CULVERT REINFORCEMENT DETAILS. 2.ALL EXPOSED CONCRETE SHALL HAVE A RUBBED FINISH. 2. BRICK VENEER COLOR SHALL BE DETERMINED BY CITY AND APPROVED BY OWNER. STEEL HANDRAILS —SEE DETAIL THIS SHEET A 18'E 28.5" LSEE DETAIL THIS SHEET FACE BRICK OR STONE TOP AND BACK SEE DETAIL THIS SHEET FOR BRIDGE RAILING (BOTH SIDES) OF WALK FOR BRIDGE RAILING WALL FOUNDATION WALL FOUNDATION CULVERT SPAN BRIDGE RAILING/PARAPET WALL CONFIGURATION DETAIL NO SCALE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ,/IiFJC@y Engineer - Date CHECKED BB/Y: WL Water h WesWes ewe�ilit� Date CHECKED BY: Storm Fater`` 1'UtInt1 ity Date CHECKED BY: /l.�f Parks h Recreation Date CHECKED BY: N�+ Traffic Engineering Date CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSPITIITES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVITW/APPROVAL OF ANY PREVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION COMPANY APPROVED• � _ 4D;? BOX CULVERT DETAILS 40551 NOT VALID T ORIGINAL SIGNATURE AND DATE ,- LATE. JOE N6 SHEET 13 JUNE 2005 E-5501.1 R p , CALE: DRAWING NO-: SHEETS H AS SHOWN ., � 1 I� AS SHOWN I .._W C_1 261 r— CO N K I I --- "• SEE DRAKE/ZIEGLER PLA I � i Y JR. ENGINEERING FOP RADING(DETAILS !,OUTSI'l, 1 OF PROJECT LIMITS. I � I I I I I II I I II j i i II II I I 1 I ; i RIGDEN FARM ; FILING SIX I ;, I I I 1 I I I I I I I I I LIMITS I LUI PIROJECT'I On 1 ' IL- I 4 BEGIN CONSTRU6T10N. _--- REMOVE EXISTING CURB --- — AND GUTTER AND TIE j i ! INTO EXISTING ASPHALT. TIE GRADING INTO I (SEE SHEET 9)� DRAKE/ZIEGLER( GRADING PER IJR. rRING PLANS. �p -- -- I 1001F00 N/LUAM VEAL PARKWAY I I I �� ♦♦t♦.■♦♦♦ 20 10 0 20 40 ■ ! as•�4 I 1 I SCALE: 111=20'._ . ah ■ ;, , I ASPHAL T 1 ■ I I II I ' '1 I1 ' I /'� � PROPOSED SILT NCE ' i I ■I , , 1 ' ,I � � I ' I ' ! II I I III Q ' 1 Is I - I ■ I r 1 ' III I I � I ' ■' rl rl;; .I -- - I / ; ; I' RD�dS�p 1I `W I �` `1 itill, ■ir,fAStMENT, ONSTRUCTI��J �=n i '■'1 { . I +— i {, j■ I \1�1�1'iJ-,'—, i i •w.. w.ww.www ;'� i sit I i £XlS77NG EASE IfEN75 Its Its EXIST. R. OW. i I �■ I PROPOSED' DRAINAGE IM li i I' PROPOSED �� EXlS77W EASEMENT 110, 11 + i' it SILT FENCE I \� h j ROPOSED WALK \♦ LAFARGE ACCESS ■ (BY OTHERS) — t«■ ! — *- j — — — OR/:�WAY I ■ I 1 I illy 1;�■...■��■■Una,, wYi ri��l w'rij■ I 'I \♦ I i I I I III 'I's k ■ 1 11 t A "77f'(_*,r——.'r'_TTq 1 ■ I ! tPORAP I! �� I SAWCUT EXISTING ASPHALT A ■ I {SEE SHEE�Sj NECESSARY. REGRADE & REP; 1 PROPOSED 4.5"-' m -' COUNTY ROAD 9 AS SHOWN. ■• DETACHED WALK" I aI5 rI I' , .IIII 1. � _ � ■ i V ' , 84 6 _E C E E +E ■ �— I END PERMANENT I ; ;','r ■ ROADWAY �I i p m I I HP ■ CONSTRUCTION. RAISED 'MEDIAN ('SEE SHEET C 1 `T ;', a II 1 I} I� I I'lil� i I � ■ al I I �I I I I _ 1 1+50 �, ,III --••— — C, 101+0o 102+00— ti' ' ' I I � i :�-- — -' - ' LIMITS OF PROJECT - � I EXI5p1VG Be D.I.P. µ'A-7ER I- �V6 I R t�t, I I f-1. it Ir _ I ■ g" D.I.P. W XNP I i -- I _(SEE SHP1E 5) �o I ■ r WATERUN AS G I ■ ■ 1" COPPER (SE � ,.. i , I ; � � � E SHEII i , I ' ■ IRRIGATIO s (SaSET /JS1 SERVICE �� I I - ■� PROPOSED E ;, ELECTRIC ■ 1 I (TYP.) I 0 84 a X■ `\ SAWCUT EXISTING ASPHALT f /I F I# PROPOSED 20'x7 it♦+ ` NECESSARY. REGRADE & REF -_'� ■■ I $ - BOX CULVERT COUNTY ROAD 9 AS SHOWN. "-� II I(SEE SHEET --------------�� II ■ww� ------------- 1 1 � we II M .+Ir. �iww■wwwwwwwwwwei II O 2 I , ��, � � � .._I WALK SHALL BE ----- ( �♦ 7� i ' .1 — — — — — ^ r l " r� 6.0' WIDE AT l ( t I I 'l ' I; ♦♦♦ 78 L--Y I ♦ PROPO ED RIPR I ii ° 'll, V 1 ♦♦; I I � I i! i I� CULVER EE ROSSING. I I 0 �' [LIMITS OF CA N♦ �77 ♦�Y i i (SEES EET yl (SEES ��• LAFARW CCESS PROJECT • .r..• I I I DR/ AY I I I II --PR � i{ �II I II '♦ ♦ I DI DETACH D WA iK' DRAINA I, RIGDEN FARM i I I /` '♦ 1 , 4 EASEME T — P�OPq�Ed' ! �^ FILING SIX ; I I I I I I I SEE DRAKE/ZIEGLER PLANS sS�I FEE a BY' JR. ;ENGINEERING FOR ; ` ° bw♦d' PROPOSED SIILTi F'E�CE LT ONCE I I W GRADING DETAILS OU SIpE I I I I I i OF (PROJECT LIMITS. �r - - - — - m �; ''I �', ! II '' I P'ROPbSED WALK w I i I ii EXI571NG it n M ��pp ASPHAL T (BY OTHERS) m ROQOSEb1' 1 ;! p f it CONSTRUCTION + a ' m EASMENT; I g / 0 MII �` PROPO`� �D �FFSfTE J " i _/ li I I CONTOURS RRROR ' I It ,_-♦873- , R �° I ZIELGER�ROAD i PROVID By RMC i 4 ; , 1 ` I I 'I I III'II 'I I > I 1 I ',II '+ I ' I EX/5I7NG COUN'IY�L}Ad 9 ;�'�EX757INGD17CH I � °i''II j RIGH LTOf�W�Y, � ~I I ' I I I I' I � 1 II I EASEMENT I I I' I li i i I' I I i I I I £XT Tr�N, I 1I It i li I PR POSED. ELECTRIC _• �', ,, I � II II I I It I , 0Y',OTHERS lot (xV I I III h I �W ALL PROPOSED CONTOURS FOR THIS PROJECT EITHER TIE INTO EXISTING CONTOURS OR PROPOSED CONTOURS n � , PROVIDED FROM THE DRAKE/ZIEGLER IMPROVEMENTS CONSTRUCTION PLANS, PHASE 2. PROPOSED CONTOURS PROVIDED OUTSIDE OF THE LIMITS OF PROJECT LINE ARE PROPOSED CONTOURS FROM THE DRAKE/ZIGLER ', I I i IMPROVEMENTS CONSTRUCTION PLANS, PHASE 2. % �' v �' ,,II'Inl 11 �n I I I ` `,i, �� I Iliilil 1j1j1 lijl n I I LEGEND PROPOSED INTERMEDIATE CONTOUR ... ...........�--64 PROPOSED INDEX CONTOUR ....... ...... . .---65� PROPOSED SPOT ELEVATION ............ ................. x54.67 (ALL I ELEVATIONS ARE rL U.N.O.) EX. INMRMEDIA7E CON7OUR... .................. 5364--- EX. INDEX COY(TOUR......................... ............ -----5365-_ EX. SPOTEZE✓AADNS . ..... x45.34 HIGHPOINT ....................................... ................... HP GRADEBREAK ................................................... GB LOWPOINT ................................ ........ ............ LP TOP BACK OF CURB .................. ..................... TOC FLOWLINE............................................... ....... I or FL SILTFENCE .............................................. VEHICLE TRACKING CONTROL ........................ �C WORK WITHIN DITCH SHALL BE DONE AT TIME OF NO FLOW. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ty Engineers'Date CHECKED Y: e Was ewoter Uti y ate CHECKED BY: Storm ill I ity Date CHECKED BY: A1A Parks & Recreation Dote CHECKED BY: A)I Traffic Engineering Date CHECKED BY: Date REVIEWED BY. LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTTI COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON —SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON—STTE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMR(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION 'COMPANY APPROVED REPR SENT Al IVE .iyL Do e PREPARED FOR. f PROJECT (NFU_ DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO. PREPPED BY:Drexel, Barrell & Co. Engineers • Surveyors J� 1800 387E STREET BOULDER, COLORADO 80301 (303) 442-4338 COTTONWOOD LAND &FARMS 2465 CENTRAL AVE., SUITE 204 STRAUSS LAKES BOX CULVERT DRAWN BY: SEDIMENT &EROSION CONTROL T_ COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION BOULDER, COLORADO 80301 CCS FORT COLLINS, COLORADO - - - s s 197O) 879-1523 (970) 257-1350 (303) 499-1441 c Ec ED Br. JAB (719) 260-0887 (970) 351-0 4 CONTACT: JIM A. BRZOSTOWICZ, P.E. CONTACT: BILL McDOWELL 40551 0 L 1, fit( NOT VALID WI T ORIGINAL SIGNATURE AND DATE )ATE. JOB NO: SHEET ■ ` 13 JUNE 2005 E-5501.1 15 00 ;GALE: uDRAWING NO.: SHEETS N20 6D 109 � /— C-1 281 x CC N 1 U LL i ll♦ w "n^ /Tvn \ rrnu n /n nur \ G O G n a tl` a. a tl - a a Ga ° G a #706" a o_ G #5 ® 6" � IN ROUGHENED CONSTRUCTION ° JOINT (TYP.) N Q I 12" 12" #4 ® 6" o Wo #4 ® 6" o (TYP.) i, t (TYP.) W Z s0 I I .0 <O n ® _ U) U J #4 ® 12" E.W. ; 3 ^ J �7¢ s #4®6"0 o #4 10 6" (TYP.) aG 6'-0" 4'-0" (TYP.) r\ 12" G 12" a Or (V 4 v 10 a • • • • • • • • • • • • • • • • #5®6" of 0 a a VG v #706" 10" 10'-0" 10" � J 10'-0" U 10" 22'-6" (TYPICAL EACH END OF BOX) SCALE: 1 1/2" = 1'-0" TYPICAL BOX REINFORCING SCALE: 3/4" = 1'-0" nnv n1 a vrnr nnurnnnum Q DTrOM SLAB ENFORCING 3--0- #4 ® 6" rn (TYP.) i_ #5 ® 6" o (IYP.) r� 3'-0" -IT. C. TYPICAL WINGWALL SECTION SCALE: 3/4" = 1'-C" WINGWALL AND PARAPET WALL REBAR EXTENSION INTO FOOTING SCALE: 3/8" = 1'-D" ENGINEER'S STATEMENT PREPARED UNDER MY DIRECT SUPERVISION. oo,v .f 'ioy':' 3 ♦ •� 2 o C' 32364 U. DATE s S � •. :�< aEFJ S, P.E. ��'• COL ORADO 0. 32364 FSS �NAI��� FOR AND ON BEHALF OF JR ENGINEERING, LLC. City of Fort Collins, Colorado Z (� V) Z LjjZLu W W O H V) 1h � W a_ W V)=W Zed LJ % Z F Z } = m C)3 m H ~- F =a Q pa U p V7 W O WE (n W C) H N J V) Cie of Z af 0 O= F-W dd W d J(nH Z=dd(7W ZWp ::) H Q Q Q Q O p Q a� U N V) C 0 0 0 0 a C C O ?t !!!! (A H V) Z Z W W 0 O O U U � H r � U U Q W W d W Z 0 p O F W H Q Q d p W W d � O Z 7 I— 1--0 O O \ O C� :�il J z z rn 0 z z cn cn � Q Q r } m } m W J W J m W p p V) (A Q Z Y p S > V1 W W p S n U V I— Z LLI LJ 0 Q. UTILITY P N APPROVAL X APPROVED: q LLJ J City Engineer Date (.7 LLI CHECKED BY: N� N N Water & Wastewater Utility Date \ CHECKED BY: W Stormwater 6tility Date Q CHECKED BY: Parks & Recreation Date 0 CHECKED BY: F— Lj Of J Q U Lu X O f- m m W 0 J O (if 0 J O w m N W U Q J ii WINGWALL TO CULVERT CONNECTION DETAIL TOE WALL REINFORCING crAi C. niTQ SCALE: 3/4" = 1'-0" CHFCKFD RY: Traffic Engineer Date I SHEET 25 OF 47 C . i 28 1 1. F� 1 LL i f END TRANSITION 12'-0" 3'-0" 1 4'-6" 1 4'-6" 6'-6" • • BOX CULVERT 32'-5" -0" ! 5'-5" 5'-0" 107'-5" 6'-0" 6'-4" I� AT CENTER ICI OF SIDEWALK EAST BRIDGE RAIL ELEVATION �j SCALE: 1/4" = 1'-0" N END TRANSI -0" i 4'-6" 38'-0" - 4" 6'-4" 6'-4" ON 12'-0" 4'-6" 13'-0" 6'-6" 6'-6" 5'-5" 5'-5" BOX CULVERT 32'-5" 5'-5" 5'-4" 5'-5" 5'-5" 13'-0" 6'-6" 1 6'-6" END TRANSITION 12'-0" 4'-6" 14'-6" 3'-0" . 7 - ^� .- TL�Isr'J 1, LXr I ,1. �7sr.11 IT1.r r .,1'rrr r r r r r r� 1 r'.. . 1 A. l Alrl-aArJIrr11A AJ lY IYi tr 1J T a:r ra.�-rIT -.1.1.Si XtiJ}Ytl Yli tlAll lrl�il-YjJArr L'I. _'`111.LJ1ar T1�A.-y_C�lilyl i!'il �iil i]illl 4 r"�YIT1. -rTYJI TI I r�tAr l �Y�a:�TJ1rr1 �1r xxl TlAr'Yr Girl r i L 3 1' 1 t1r141 f�IZ1 rl�1T_T lTT1 rAi T111arT tTllrll 'l�rT tTri]: PTII Lii lr .xr=1'rrTTAT'. r AT-IAi rTi II A 1 YF1 , rl 1]��.1�L11a x.CL_L_iTLS CONCRETE COLUMN 2'-4» 1 t ix I I' I. _ rr _',1 xr J: S S I1 .Cr ).31 �L�]r7,�1 S �Sjl r7'i1 r Ar]CTilt VT l.a. r:rLx lr` 1]3. r__ r]rllTi.Crl ➢. r 1-, "'-r�ri 1Lr rlLilT71 rrI it, T.`r1"1rrzLr �1' ]r'A r`.I.. Lr rT]r.T ii'l A1l].TIT I:1 CI rI rillr ArrTA'`r Al rlJir lAlrLlJlfrT( rt1Y r:T1lt Ar zrTa.rxA rit rTl AJ'r r'rA!_rtr r�L xS]TY.rti/rl l.T rr 1 I. T'Ix)rl. 7JY11 1-1. ArAr)r/j1�iJYYrFTAlrJl irrlJ AirrJ \-TOP AND BACK - 2'-0", TYP. �GEORGETOWN BRICK INFILL N AT CENTER WEST BRIDGE RAIL ELEVATION OF SIDEWALK SCALE: 1/4" = 1'-0" I N TYPICAL BRIDGE RAIL WALL FOUNDATION DETAIL SCALE: 3/4" = 1'-0" NOTES: 1. TAPER TOE WHERE ADJACENT TO CBC, BEHIND WINGWALLS. 2. MAINTAIN 1'-6" MIN. COVER OVER TOP OF FOOTING. AT CONTRACTOR'S OPTION, FOOTING MAY STEP UP WITH GRADE, OR MAY REMAIN LEVEL OVER ENTIRE LENGTH. W J H 4'-0" MAX 7'-0" MAX 10'-0" MAX 13'-0" MAX cD w-BARS #6 @ 12" #6 © 6" #6 © 6» #6 ® 6" J Nw-i a 2-6 2-6 4-0 5-6 7 „ -9 7 „ -9 6'-0" 7 -9 LIJb Q y-BARS #5 @ 12" #5 @ 6" #5 @ 6" #5 @ 6" o °' z-BARS1 #5 @ 12" #5 @ 6" #5 @ 6" #5 6" BRIDGE RAIL WALL F OTING STEP SCALE: N1S )M GEORGET( END TRANSITION 12'-0" 4'-6" ! 4'-6" 1 3'-0" BRIDGE RAIL WALL VERT. REINF. NOT SHOWN U 1 z o� rn� 9ww�w� a a w w z 0o 3 wtn=wzDa- BCD~Ofww1.l.J}z �Z} = mp 3 m P�- P F U Q C) Q w toO� Q DLi YW V �Of Q ��ztyzV)}0 �wNldww-in� z=wdowzwz D�aaaQooa Nn J �Z w a J Q � H F- z w � 0O U } ~ z w � 0 O U H W W U U O in w Q Q d vw) w W d LJ LJ a O a- W d w ~ Q iZ ILIA i W O - � N \�rZZ '7 �m} n( Q o J LLJ J m}7 m Q !n Q N W Q C) LLJ z O Y ENGINEER'S STATEMENT = I o U w Q U p U PREPARED UNDER MY DIRECT SUPERVISION. REC�SJ� � �POp o:.� 21�.a w J • S �� 32364 t^; S'" 12 � Q DATE �'. � Lj :: ALE �^� •. Vim? W W COLORADO N0. 32364 SS/ONAI �� 0 U FOR AND ON BEHALF OF JR ENGINEERING, LLC. w [if Q i Q J City of Fort Collins, Colorado PLAN APPROVAL : U z — U LITY LL.1 J APPROVED: 42/in (J') X Q ~ City Engineer Date LIJ 0 m CHECKED BY: N� 4 LLJ U Water & Wastewater Utility DateCD CHECKED BY: y Stormwoter Utility Date �f m CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date SHEET 28 OF 47 (.HF('KF) RY• Gal 28 'I C I LL 1'-6" #6 CONT. #6 CONT. #4 CONT. #4 ® 6" CONT. QE #4 ® 12" OE V 4" 10" 4" SCALE: 1 (5) #7 #4 CONT. ® 6" TYPICAL BRIDGE RAIL SECTION SCALE: 3" =1'-0' 3/4" CHAMFER TYP. ALL CORNERS) /2" WIDE, 1 /2" DEEP tUSTIFICATION BOTH ;IDES 14 CONT. OE �4 CLOSED TIES ® 6" QE 3) #5 PARAPET REINFORCING AT COLUMNS SCALE: 1 "=1'-0" 7 11 1" CHAMFER (TYP.) COLUMN I Y5 O GEORGETOWN BRICK E (3) #5 E #4 0 12" Q BACK SIDE #4 ® 6" (E_)-� — I I W__:::�_ � -7m 1 / f I __ TRAFFIC SIDE REINFORCING AT PARAPET END COLUMNS SCALE: j RAIL 6 1/2" 1'-5" #5 0 6" �(5) #7 Q 1/2" DEEP, 1/2" WIDE RUSTICATION (TYP.) #4 TIES a 6" QE � RAIL I_ 1'-0 1/2" 7" SCALE: 1 "=1'-0 POST I I I 7/16" PLATE 3/4" PLATE 4 1/2"0 RAIL 1/2"0 D.A.S. 4"0 RAIL (TYP. OF 2) N (BACK SIDE)--------- 1"0 HOLE IN BASE I PLATE (TYP. OF 2) J I I TYP. 5/i6 5/16 i\ = o -1 00 af in Cj+— _ _ 3/4"0 D.A.S. _ (TYP. OF 6) n1 _ (TRAFFIC SIDE) I M � n I I r 1 f 2422" 2 1/2" 2 1/2" �� 5/16" PLATE I I 2" 2'-8" 2" 2„ 1 1/2" NOTE: DIMENSIONS SHOWN ARE HORIZ. IN PLAN VIEW (LEVEL). ALL RAILING ELEMENTS SHALL BE FABRICATED TO ACCOMODATE SLOPED PARAPET TERMINATIONS, ^" POST INTERMEDIATE POST BASE PLATE SCALE: 3"=1'-0" SCALE: 3"=1 RAIL REINF. INTERMEDIATE POST TE DETAIL AND BRIDGE _ SECTION THIS SHT. 9" 7" El Q w/ AIN. LAP ® EA. POST '0 x 1'-6" D.A.S. _-K SIDE) 8" 0 x N �j D.A.S. 0 (TRAFFIC SIDE) NOTES: 1. LOCATE ANCHORS AS SHOWN. SHIFT OR BEND RAIL REINFORCING AS REQUIRED TO AVOID ANCHORS. 2. DETAIL SHOWN IS BETWEEN PARAPET COLS. (SIM PARAPET COLS.). 3. D.A.S. = DEFORMED ANCHOR STUD. Fc = 60KSI MIN, AUTOMATICALLY END WELDED. BRIDGE RAIL ANCHORAGE SCALE: 1 1 /2"=1'-0" TRAFFIC SIDE BRIDGE RAIL NOTES: 1. HANDRAIL SHALL BE FABRICATED IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 2. CONTRACTOR SHALL SUBMIT HANDRAIL SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH AASHTO STANDARDS. 4. HANDRAIL DESIGN SHALL BE COMPATIBLE WITH THE DESIGN OF THE PARAPET WALL, 5. RAILING POSTS SHALL BE SET NORMAL TO GRADE. 6. RAILING SHALL BE FABRICATED IN 2 AND 3 PANEL LENGTHS. 7. SHIMS SHALL BE USED UNDER POSTS AND UNDER END PLATES WHERE REQUIRED BY ALIGNMENT. 8. SHIMS SHALL CONFORM TO THE SAME MATERIAL REQUIREMENTS AS THE POSTS. 9. THE SHANK AND ROOT OF THREAD DIAMETER FOR ANCHOR BOLTS SHALL BE A MINIMUM OF 0.62 INCHES. 10. MAXIMUM REDUCTION IN DIAMETER OF BENT SECTION SHALL BE 3%. 11. MAXIMUM REDUCTION IN SLOT WIDTH IN BENT TUBING SHALL BE 3/16" 12. FOR STEEL RAILING: A) ANCHOR BOLTS, NUTS, AND WASHERS FOR ALUMINUM RAILING SHALL BE EITHER STAINLESS STEEL OR ASTM A307. IF A307 ARE USED, ELECTRO- GALVANIZE NUTS, WASHERS, AND TOP 3 1/2" OF ANCHOR BOLTS. B) TUBULAR STEEL RAILING SHALL BE GALVANIZED AFTER FABRICATION INCLUDING SHIMS. 13. PROVIDE MASONRY TIES ® 16"o.c. ALTERNATING BRICK COURSES. 14. EZ) DENOTES EPDXY -COATED STEEL. ENGINEER'S STATEMENT DIRECT PREPARED UNDER MY SUPERVISION. IY O O w Q 2 w Elf U z �Q� OWZ zw w cn� wwa� a a w w z wtn=wz a� �co~mw� ) ww z �zr = mo a 0 Of uj w N WwH N cn0>aw>Lay J N af of z of r U Z =dtZUdZ WD Daaaa00< C9 z � W W p $ z 1r�h1 a C16 m c.�j • ti ) a ?t o ao 0 0 of N O fn Q to J (n H (n F Z ~ W W Z 0 � w J 0 0 a U O 3 0 r W U U a w af< w a a a z 0 0 o Lj _ a > S a 0 w w a- 1L W_ O 0 z C� a tD i- F O O O N to to r � m r J J m m U U H Z LLJ � (n (n a Z 3: 1' C7 S > W _ R f 61ST W o POpF F W --I `=7 =� 32364 ^; M4 Q N� DATE ALE F. J ES, P.E. '•. W ~ COLORADO NO. 32364 FSLC. SIGNALS > 111 FOR AND ON BEHALF OF JR ENGINEERING, L O a W J > J Q City of Fort Collins, Colorado :D 3: ULOVAL W U J APPROVED: X Q City Engineer 00te w cOf m CHECKED BY: N W Water & astewate tility Date N�' CD CHECKED BY: �% Y Stormwater Utility Date Q Of m CHECKED BY: Q Parks & Recreation Date CHECKED BY: Traffic Engineer Date SHEET 28B OF 47 CHFCKFh RY• V^ X OV# GRADING NOTES 1. ALL SPOT ELEVATIONS ARE FLOWLINE OF CURB AND GUTTER OR TOP OF PAVING UNLESS OTHERWISE NOTED. 2. ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND LANDSCAPED AREAS UNLESS OTHERWISE NOTED. 3. ADD 4800 TO ALL PROPOSED SPOT ELEVATIONS AND CONTOUR ELEVATIONS TO REACH PROJECT VERTICAL DATUM. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND PROVIDE FOR ADEQUATE DRAINAGE THROUGH THE SITE DURING THE PROCESS OF EXCAVATION, GRADING AND EMBANKMENT. THE GRADE SHALL BE MAINTAINED IN SUCH CONDITION THAT IT IS WELL DRAINED AT ALL TIMES, 5. EXISTING SPOT ELEVATIONS AND TOPOGRAPHIC INFORMATION IS FROM A FIELD SURVEY BY DREXEL, BARRELL & CO. DATED 14 FEB. 2005. 6. ALL PROPOSED GRADING FOR ZIEGLER ROAD AND WILLIAM NEAL PARKWAY IS PER THE DRAKE/ZIEGLER IMPROVEMENTS PLANS BY JR ENGINEERING. EARTHWORK NOTES 1. GROUNDWATER MAY BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES FOR THIS PROJECT. EXCAVATION DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. UNSUITABLE MATERIALS (MUCK) ENCOUNTERED IN THE SUBGRADE SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER. THE EXCAVATED AREA SHALL BE BACKFILLED TO THE FINISHED GRADED SECTION WITH APPROVED MATERIAL. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, & FEDERAL REGULATIONS. 3. SOIL EMBANKMENT MATERIAL: ALL METHODS AND MATERIALS SHALL CONFROM TO CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ON TR TION, SECTION 203. SOIL EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF MATERIALS SMALLER THAN THE NO. 4 SIEVE IN DIAMETER, AND IN NO CASE SHALL ROCKS LARGER THAN SIX (6) INCHES BE INCORPORATED IN THE EMBANKMENT MATERIAL. SOIL EMBANKMENT MATERIAL SHALL BE CONSTRUCTED WITH MOISTURE -DENSITY CONTROL, AND THE SOIL UPON WHICH THE EMBANKMENTS ARE TO BE CONSTRUCTED SHALL BE SCARIFIED TO A DEPTH OF SIX (6) INCHES AND COMPACTED WITH MOISTURE -DENSITY CONTROL. COMPACT EMBANKMENT MATERIAL TO 957. RELATIVE DENSITY OF THE STANDARD PROCTOR VALUE (ASTM D698). FILLS GREATER THAN EIGHT (8) FEET SHALL BE COMPACTED TO 98% OF THE STAN. PROCTOR. THE MOISTURE CONTENT OF THE COMPACTED EMBANKMENT MATERIAL SHALL BE WITHIN TWO (2) PERCENT OF OPTIMUM. 4. THE REINFORCED CONCRETE BOX CULVERT SHALL BE BACKFILLED TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP SLAB AND ONE AND A HALF (1 1/2) FEET ON THE SIDES WITH CLASS I STRUCTURE BACKFILL, PER CDOT M-206-1 & SECTION 703.08. THE STRUCTURE BACKFILL SHALL BE COMPACTED WITH MOISTURE CONTROL TO 95% RELATIVE DENSITY OF THE STANDARD PROCTOR. THE CLASS I STRUCTURE BACKFILL MATERIAL SHALL MEET THE FOLLOWING GRADATION: 100% PASSING THE 2"; 30-1007 PASSING THE NO. 4; 10-60% PASSING THE NO. 50; 5-20% PASSING THE NO. 200. UTILITY NOTES 1. ALL WATER UTILITY MATERIALS AND CONSTRUCTION SHALL CONFORM TO CITY OF FORT COLLINS UTILITY STANDARDS AND SPECIFICATIONS, LATEST EDITION THEREOF. 2. ALL UTILITY TAPS SHALL BE MADE BY CITY OF FORT COLLINS PERSONNEL. 3. CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS (BUILDINGS, PARKING LOTS, LANDSCAPE AREAS, ETC...) FROM DAMAGE AND EROSION. ALL DISTURBED AREAS OFF -SITE SHALL BE RESTORED TO A MINIMUM OF THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. REFER TO GENERAL NOTE 42, SHEET 2 OF THIS PLAN SET. 4. PAVING CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLE COVERS TO FINAL GRADE. 5. PROVIDE CONCRETE THRUST BLOCKING AT ALL WATER MAIN BENDS, TEES, PLUGS AND HYDRANTS IN ACCORDANCE WITH CITY OF FORT COLLINS WATER SPECIFICATIONS. 6. WATER PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARD SPECIFICATIONS. 7. ALL WATER LINES SHALL HAVE A MINIMUM FOUR AND A HALF (4-1/2) FEET OF COVER BELOW FINISHED GRADE. 8. CONTRACTOR SHALL COORDINATE DRY UTILITY LOCATIONS WITH PROVIDER AGENCY. CONTRACTOR SHALL COORDINATE ACTUAL ELECTRIC LOCATION AND INSTALLATION WITH CITY OF FORT COLLINS UTILITIES EASEMENT. CABLE TV AND TELECOM LINES SHALL BE EXTENDED ACROSS BOX CULVERT TO COUNTY ROAD 9 FROM RIGDEN FARM/ZEIGLER ROAD. CONTRACTOR SHALL COORDINATE THIS WITH APPROPRIATE UTILITY PROVIDERS. 9. ALL DIMENSIONS ARE FROM FLOWLINE (OF CURB & GUTTER) PROPERTY LINE, WALL, OR TO THE CENTERLINES OF MANHOLES, INLETS AND UTILITY LINES UNLESS NOTED OTHERWISE. 10. WATER LINES SHALL BE A.W.W.A. C-151 CLASS 52 DUCTILE IRON PIPE. ALL D.I.P. SHALL BE POLYETHYLENE WRAPPED. 11, WATERLINE FITTINGS SHALL BE DUCTILE -IRON CONFORMING TO THE REQUIREMENTS SFT FORTH IN ANSI A21.10, A.W.W.A. C110. FITTINGS 12-INCH IN SIZE AND SMALLER SHALL BE CLASS 250. 12. ALL SAWCUTTING AND ASPHALT PATCHING SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. CONSTRUCTION INSPECTION AND TESTING SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS, CHAPTER 23. IT IS THE DEVELOPER'S OBLIGATION TO OBTAIN AN INDEPENDENT LABORATORY FOR TESTING. MATERIAL TESTING PROCEDURES AND FREQUENCIES SHALL CONFORM TO THE STANDARDS SET FORTH IN TABLE 23-1 OF CHAPTER 23. STRAUSS UTILITY PLANS FOR CREEK RESERVOIR INLET DITCH (FCRID) BOX CULVERT A PORTION OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 28 AND THE NORTHEAST 1/4 OF SECTION 29, T7N, R68W OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO. 13 JU N E, 2005 REVISED 19 JANUARY, 2007 ENGINEER Drexel, Barrell & Co. Engineers • Surveyors 1800 38Street BOULDER, COLORADO 80301 (303) 442-4338 CONTACT: JIM BRZOSTOWICZ, P.E. '1 ow 2�9 COTTONWOOD LAND & FARMS 2465 CENTRAL AVE., SUITE 204 BOULDER, COLORADO 80301 (303) 499-1441 CONTACT: BILL McDOWELL SHEET INDEX SHEET NO. SHEET DESCRIPTION 1 COVER SHEET 2 NOTE SHEET 3 SITE PLAN 4 FCRID PLAN AND PROFILE 5-6 STREET A PLAN AND PROFILE 7 STREET A MEDIAN PLAN AND PROFILE 8 CURB RETURN PLAN AND PROFILE 9 STRIPING do SIGNAGE PLAN 10 DETAILS 11 DETAILS 12 CDOT DETAILS 13 BOX CULVERT DETAILS 14 SEDIMENT & EROSION CONTROL PLAN BENCHMARK NORTHWEST CORNER OF SECTION 28 3/4" ALUMINUM CAP IN RANGE BOX. ELEV. = 4878.29' NAVD 29 DATUM NORTHING: 15259.77 EASTING: 15277.18 CONTROL POINT #906 REBAR SPIKE IN PANNEL POINT ELEV. = 4885.80 NORTHING: 13083.703 EASTING: 15449,932 REFERENCE PLAT, PLANS AND REPORTS 1. "HYDRAULIC ANALYSIS AND DESIGN OF THE FOSSIL CREEK RESERVOIR INLET DITCH CONTROLLED SPILL SYSTEM", ANDERSON CONSULTING ENGINEERS, INC. DECEMBER 2, 2002. ACE PROJECT NO. COCLFO2.1. 2. RIGDEN FARM FILING SIX CONSTRUCTION PLANS, PREPARED BY TETRATECH RMC, DATED 11/03/04. JOB NO. 0068.066.00. 3. DRAKE/ZIGLER IMPROVEMENTS, PHASE 2 CONSTRUCTION PLANS, PREPARED BY JR ENGINEERING, DATED 05/06/04. JOB NO. 9164.14 BASIS OF BEARING THE BASIS OF BEARING IS THE WEST LINE OF THE SW 1/4 OF SECTION 28 BEARING NO0010'13"W City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ity Engineer Date CHECKED BY: ate Wastewater im Do _ CHECKED BY: Q' Storm Water Uti/ll,ty''II Date CHECKED BY: /LAY' - Parks & Recreation Date CHECKED BY: /JL - Traffic Engineering Date CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REOUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION COMPANY APPROVED: REPRESENTATIVE Date I REVISION DESCRIPTDNS DATE I ' BRZps•C• �D `l 40551 v /U NOT VALID WI ORIGINAL SIGNATURE AND DATE E-5501.1 SHEET 6D 1091 it OF a Ln 281 GENERAL NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WERE THERE IS CONFECT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF S,.' STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT REUEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES. CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. S. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-900-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING. IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED N THE PLANS AND APPROVED BY THE WATER UTILITY. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590). THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OVINER(S). 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS, FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER. AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19. ALL RECOMMENDATIONS OF THE SEDIMENT AND EROSION CONTROL PLAN, SHEET 14, SHALL BE FOLLOWED AND IMPLEMENTED. 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COWNS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24, THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE -DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. GENERAL NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REWIRED BY THE CONSTRUCTION ACTIVITIES. 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THG DEVELOPMENT. 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS -LOCAL ENTITY SURVEY. DESCRIPTIO ENV•- SEE COVER SHEET FOR DESCRIPTION BENCHMARK DETAILS 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REWIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/CR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44. UPON COMPLETION OF CONSTRUCTION, THE STE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, GRADING AND EROSION CONTROL NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 1. ALL GRADING AND EROSION CONTROL MEASURES ARE SUBJECT TO GENERAL NOTES ON THIS SHEET OF THESE PLANS AS WELL AS THE GRADING AND EROSION CONTROL NOTES LISTED HERE. 2. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION DUE TO WIND AND RUNOFF, AS WELL AS VEHICLE TRACKING. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HERE. 3. ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL, PRIOR TO ANY OTHER EARTH -DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND WHICH THEY ARE BASED, BECOME OPERATIONAL 4. ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY, BY ANY MEANS, SHALL BE IMMEDIATELY REPAIRED BY THE DEVELOPER. 5. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THESE PLANS. 6. TOP SOIL SHALL BE REMOVED AND STOCK PILED PRIOR TO OVERLOT GRADING OPERATIONS. 7. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 8. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE LOCAL ENTITY ENGINEER. 9. SILT AND SEDIMENT, WITHIN RIGHT-OF-WAY, SHALL BE REMOVED AFTER EACH SUBSTANTIAL RAINFALL. 10. NEGATIVE IMPACTS TO DOWNSTREAM AREAS CAUSED BY OVERLOT GRADING ARE TO BE MONITORED AND CORRECTED BY THE DEVELOPER. ANY OFF -SITE CLEAN-UP, DIRECTED BY THE LOCAL ENTITY'S INSPECTOR, (INCLUDING STREET CLEANING), SHALL BE COMPLETED WITHIN 24-HOURS OF WRITTEN INSTRUCTION, OR RISK CONSTRUCTION STOPPAGE. 11. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE LOCAL ENTITY ENGINEER, TO MINIMIZE EROSION POTENTIAL. 12. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBUC FACILITIES, GRADING AND EROSION CONTROL NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 13. ALL AREAS DISTURBED BY THIS PROJECT, WHICH ARE NOT SCHEDULED FOR IMPROVEMENT OR DISTURBANCE WITHIN 90 DAYS, AND ARE NOT OTHERWISE STABILIZED BY HARD SURFACE DR LANDSCAPING, SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THESE SPECIFICATIONS WITHIN 10 WORKING DAYS OF RIGHT -OF- WAY GRADING COMPLETION. a. ALL AREAS FOR SEEDING SHALL BE TILLED TO BREAK UP ROOTING RESTRICTIVE LAYERS, HAVE A MINIMUM OF 4 INCHES OF TOPSOIL REAPPLIED, AND THEN BE HARROWED, AND ROLLED OR PACKED, TO PREPARE THE REQUIRED FIRM SEED BED. b. THE SEED BED SHALL BE WELL -SETTLED AND FIRM, BUT FRIABLE ENOUGH SO THAT SEED CAN BE PLACED AT THE SEEDING DEPTHS SPECIFIED. THE SEED BED SHALL BE REASONABLY FREE OF WEEDS. c. ALL SEEDING AREAS SHALL BE FERTILIZED. UNLESS FIELD EVIDENCE OR LABORATORY SOIL ANALYSIS INDICATES SUFFICIENT AMOUNTS OF NITROGEN (N) AND 40 POUNDS AVAILABLE PHOSPHATE (P205) PER ACRE. TIME OF APPLICATION WILL BE AS APPLICABLE TD THE KIND OF FERTILIZER AND TYPE OF EOIPMENT USED. d. SEED SHALL BE PLANTED WITH A DRILL ON ALL SLOPES OF 3:1 OR FLATTER. THE DRILL MUST HAVE THE CAPABILITY OF HANDLING THE KIND AND RATE OF SEED BEING PLANTED. SEED MAY BE BROADCAST BY MECHANICAL SPREADER, OR BY HYDRAULIC EQUIPMENT ON AREAS THAT ARE SMALL, TOO STEEP, OR NOT ACCESSIBLE FOR SEED -OPERATIONS. BROADCAST RATES OF SEED ON 4:1 OR LESSER SLOPES WILL BE DOUBLE THE DRILLED RATES. FOR SLOPES GREATER THAN 4:1. BROADCAST RATES WILL BE FOUR TIMES THE DRILLED RATES. o. SEED PLANTED WITH A DRILL SHALL BE COVERED WITH SOIL TO A DEPTH OF 1/4 TO 3/4 INCH. SEED PLANTED BY THE BROADCAST METHOD SHALL BE INCORPORATED INTO THE SURFACE SOIL, TO A MAXIMUM DEPTH OF 3/4 INCH, BY RAKING, HARROWING, OR OTHER PROVEN METHODS. f. HYDRO -MULCHING SHALL BE ALLOWED. MULCH SHALL CONSIST OF EITHER CEREAL GRAIN STRAW OR GRASS HAY, AT LEAST 50% BY WEIGHT, BEING 10 INCHES OR LONGER. APPLICATION RATE TO BE 20DO LBS/ACRE TO ACHIEVE A STUBBLED SURFACE ANCHORING WITH A MULCH CRIMPER IS ACCEPTABLE, OR WITH THE USE OF A DISC PLOW, SET VERTICAL TO THE GROUND WITH SUFFICIENT WEIGHT TO ACHIEVE A CRIMPING DEPTH OF AT LEAST 4 INCHES INTO THE SOIL ALL MULCHED AREAS SHALL BE TACKIRED AFTER CRIMPING. THE TACKIFlER SOLUTION SHALL BE IN ACCORDANCE WITH NOTE J BELOW. 9. ALL SEEDED AREAS SHALL BE MULCHED, CRIMPED, AND TACKIFIED WITHIN 24 HOURS AFTER SEEDING: OTHERWISE, AREAS SHALL BE RESEEDED, AT THE DEVELOPER'S EXPENSE, PRIOR TO THE MULCHING, CRIMPING, AND TACKIFYNG. h. ALL SLOPES STEEPER THAN 4:1 STALL BE TACKIFIED (SEE NOTE J BELOW) AFTER THE COMPLETION OF SEEDING AND FERTILIZING. SLOPES SHALL THEN BE COVERED WITH A SOIL RETENTION BLANKET. THE SOIL RETENTION BLANKET SHALL BE A MACHINE -PRODUCED MAT CONSISTING OF 70X AGRICULTURAL STRAW (0.35 LB/SY) AND 30x COCONUT FIBER (0.15LB/SY). THE BLANKET SHALL BE OF CONSISTENT THICKNESS, WITH THE STRAW EVENLY DISTRIBUTED OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH POLYPROPYLENE NETTING HAVING AN APPROXIMATE 5/8" X 5/8" MESH (1.65 - 3.00 LB/KSF), AND ON THE BOTTOM WITH POLYPROPYLENE NETTING WITH AN APPROXIMATE 3" X 3" TO 2" X 2" MESH (1.00 - 1.65 LB/KSF). THE BLANKET SHALL BE SEWN TOGETHER WITH COTTON, BIODEGRADABLE OR PHOTO -DEGRADABLE THREAD. ALL NETTING SHALL BE PHOTO -DEGRADABLE. A SAMPLE OF THE BLANKET SHALL BE SUBMITTED AT LEAST TWO WEEKS IN ADVANCE OF ITS USE FOR APPROVAL BY THE LOCAL ENTITY ENGINEER. THE LOCAL ENTITY ENGINEER MAY REQUIRE BLANKETS FOR UNSTABLE SOILS WITH SIDE SLOPES UNDER 4:1 IF DEEMED NECESSARY. I. SOIL RETENTION BLANKET SHALL BE PLACED SMOOTHLY, BUT LOOSELY, ON THE SOIL SURFACE, WITHOUT STRETCHING. THE UPSLOPE END SHALL BE BURIED IN A TRENCH 6 INCHES WIDE BY 6 INCHES DEEP BEYOND THE CREST OF THE SLOPE, TO AVOID UNDERCUTTING. THERE SHALL BE A 6-INCH OVERLAP WHEREVER ONE ROLL OF BLANKET ENDS AND ANOTHER BEGINS, WITH THE UPHILL BLANKET PLACED ON TOP OF THE DOWNHILL BLANKET. THERE SHALL BE A 4-INCH OVERLAP WHEREVER 2 WIDTHS OF BLANKET ARE APPLIED SIDE BY SIDE. INSERT STAPLES IN A PATTERN ACCORDING TO THE MANUFACTURER'S RECOMMENDATION, AT APPROXIMATELY 2 STAPLES PER SQUARE YARD. "T" SHAPED PINS SHALL NOT BE USED. } TACKIFlER, WHETHER PLACED ON SOIL OR MULCH, SHALL CONFORM TO THE COLORADO HIGHWAY SPECIFICATIONS, SECTION 213.02. APPLY TACKIFlER WITH A SPRAY NOZZLE, DISPENSING A MIST THAT WILL UNIFORMLY COVER THE SURFACE. k. ALL SEEDED AREAS SHALL BE KEPT IN A DAMP CONDITION, FOR AT LEAST 14 DAYS AFTER SEEDING, TO AID IN GERMINATION. SOME FORM OF IRRIGATION MAY BE REQUIRED TO ACHIEVE THIS GOAL, AND IT IS THE RESPONSIBILITY OF THE DEVELOPER TO PERFORM ANY AND ALL NECESSARY OPERATIONS TO THAT END. THE MEANS OF IRRIGATION SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO IMPLEMENTATION. DIRECTOR FLOWS FROM LARGE HOSES, WHICH COULD DAMAGE THE MULCH, WILL NOT BE PERMITTED. ADDITIONAL MAINTENANCE, AS REQUIRED BY THE STORM WATER UTILITY, IS ALSO REQUIRED. 14. ALL SEED SHALL LIE HYDROSEEDED, SLED MIX SHALL CONFORM TO THE DRAKE/ZIEGLER ROAD IMPROVEMENTS PLANS BY JR ENGINEERING. STREET IMPROVEMENTS NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THIS SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE -COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.LC.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. B. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 1/4 INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18.000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.SI.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON -YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE "PROOF ROLL" ALL "PROOF ROLLS" SHALL BE PREFORMED IN TIE PRESENCE OF AN INSPECTOR. STORM DRAINAGE NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE SEDIMENT AND EROSION CONTROL PLAN, SHEET 14, SHALL BE FOLLOWED AND IMPLEMENTED. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS. CERTIFICATION OF THE DRAINAGE- FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTlFlCA71ON SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY) 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THIS SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE -FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPDXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE -FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. EPDXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGN POSTS SHALL UTILIZE BREAK -AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIC"'. SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE COOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14 - LARIMER COUNTY URBAN AREA STREET STANDARDS, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVI t�G Z O9L inee Dote pCHECKEWastewater till )CHECKE /-_3( D7 Storm Water utomy Date CHECKED BY: Ah9 Parks & Recreation Date CHECKED BY: A)A - Traffic Engineering Dote CHECKED BY: Date REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. NORTH POUDRE IRRIGATION COMPANY APPROVED: REPRESENTATIVE Date N 40551 NOT VALID . UT ORIGINAL SIGNATUR(\ AND DATE PREPARED BY PREPARED FOR: PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO. DATE: JOB NO. SHEET Drexel, Barrell & CO. Engineers " Surveyors - COTTONWOOD LAND & FARMS JAB 0 { 5--- I___i 1g JA -2C)07 13 JUNE 2005 E-5501.1 a 1800 38TH STREET BOULDER, COLORADO 80301 (3GRA 44 NOTION STRAUSS LAKES BOX CULVERT DRAWN BY: NOTE SHEET ---r--- 2465 CENTRAL AVE., SUITE 204 CCS COLORADO(719) SPRINGS GR351- STEAMBOAT SPRINGS GRAND JUNCTION BOULDER, COLORADO 80301 SCALE: DRAWING NO.: SHEETS (719) 260-0887 � (970) 351 -0645 � (970) 879-1523 � (970) 257-1350 (303) 499-1441 FORT COLLINS, COLORADO CHECKED BY: H. N A 6D 1 O9 CONTACT: JIM A. BRZOSTOWICZ, P.E. 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I --WALK SHALL �E B.01 E I i • u'111II' �r "•'�•■■■■■■■ Ilyy'I' II AT CULVERT ROSSIN -• (SEE SHEET S. lit _■ 1 , I I I 11 "I�' LII^T[P� z i IVI I'., A I � I ■ I 'I' II 11 I I-� -i) �� ITTT�. • I j I I I h ,(. i J ��' LIMITS ■ I ? �P76Pb IF �• OJECT li�l I I Ii'I (SEE 5HEE �) ni, \)� SAWCUT EXISTING ASPHALT AS - •�■ 4.511 't , , II / ■ NECESSARY. REGRADE & REPAVE PROPOSED COUNTY ROAD 9 AS SHOWN. dp DETACHED WALK I I I +• IIIII I 17 I I L 2 � - -' II I,I -I 1 1 r-- - 11 -- -4 1 r i END PERMANENT ROADWAY j /p m I 1 i' �' • CONSTRUCTION. BEGIN CONSTRI10N. RAISED M FAN p I ro ■ q ■ REMOVE EXISTING CURB (S�� SHEER,7) ii ' I "; I ■ AND GUTTER AN TIE t 6 II I I/ l l I 'III 1 I ■ INTO EXISTING APHALT. PROPOSED CLR „ " I ■ (SEE SHEET �. AND GUTTER i i i 1 1 li l I' i ;' i 1 i ■ - __ _ II � q ., II I'll'1111I I I l i 11 I I 'III ill -14 - --w- - 1 i 1+50 _ I � I W T t02+0O 100+50 10140 u 1(I ■ LIMITS OF 10000 PROECT I0 'r ■ - - — = -- �l (SH�F ) ■ W�A LINIs c ■ ^ coPPER S1J4£ET A I I I IRRIGATION ° s _T- t - - -- SERVICE , w 1 -..1 - 1 I _— LEGEND PROPOSED INTERMEDIATE CONTOUR.. ..... ..--64 PROPOSED INDEX CONTOUR .. ........ .. . ... —65 PROPOSED SPOT ELEVATION.. 54.67 (ALL C&G ELEVATIONS U.N.O.) EX. IlIll ZE CGIVrOUR .... ....................... '---SJsf-----'- EX. INDEX COAl....................................... ----- 5365------- EX. SPOT ELEVA770NS............................................... x 45.34 HIGH POINT ............... .. .......... ..... ... ...... ...... HP GRADE BREAK ..................................... - ............ ,...... GB LOWPOINT.............................................................. LP TOP BACK OF CURB ..................... ............... ,.... ........ TOC FLOWLINE............................................................. FL or FL EX. S70RM = WRT OR EX. 54 w CMP LARC£ DIAME7FR STORM SFHER................ EX. 18w RCP STORM EX. STORM SEMER ............................ . S7 EX. MANHOLE ..................................................... Cr -FUTURE ROADWAY - AND SIDEWALK- — YI',. t I '-_ ■' —.` .- l � 1 __-1--- PROPOSED • i 'ELECTRIC 5 1 11 I' r; (TYP.) ■ - )- 6 ■� III o 1, L If b-�1f ( 84 I I I I � � ,, „ �\ ' SAWCUT EXISTING ASPHALT AS �,� ' �r �'� n' , % ` NECESSARY. REGRADE &REPAVE �3 r, � , � - I � � PROPOSED 20'xT 1 �C7r I ,t I - ♦ COUNTY ROAD 9 AS SHOWN. �� �I 1` BOX CULVERT • 81 �i -(fir f� 1, (SEE SHEET 1) 4� •■� II�■■. .. �.E ■emu.■■'� I'll 1, I \ r ■■y -----`-------i I ■ II , 6 I I I I I� I '� I.P,LY■■}■� ■■■■ww■■w■■■ww O . , 7 I2 �y 1 1 !, I _I WALK SHALL �E I \ �''� 11 I — i— -- Illy �Tl II , m I I , ��1 \ 78� ► I/1 L I 1 =� 1J.i Il I 11 ll I I ' U �p 6.0 WIDE AT WW • i �, CULVERT CRO SING. 1 PROPO ED RIPR 11� Cc N r ^ II LI GI1/S_.NG I MITS F t.+ f 77 Ir IIII (SEE S LEET t� 1 11 I (SEE SHEET 4). � /�/��� g .�► ` saw 41sl 1 IIIII II .SIt III 11 l 1 IIII 1, UFARVG' IiKJJ ^ I ROJEC I I I, O I III 1 tXC ^ II ,,I. r►� PROPOSDIr�l�4 ROPOS D III III l 11I II h II DRI AY 11 r 1 1 I 1 1 1 I h 1 yl tlETAQH D I Yf A (C DRAINA SEE D AKEZIE LER LANS ; ♦ �'I i i i I IIIIII ii EASEME T — j Ili Ill li ijll IIII BYI JR. ENGINEE ING ' %■■� I IIII V I II GRADIN DETAI IOU I E I .. ITS. m , V OFJP ECT LI ITS. yP�g' I— J it PR�POSED WALK J Ili I II I Il I I ul III EX/SANC I I I I I II I111I , I IIII IIII 11j / I� (BY OTHERS), I I ROIp(YIS♦ib1' 11 'I„4i ASPHALT I 76 CON3TRCJ(i�AION + IIIII„IIII q 'IIIiII I � SAS MEW,`jlll I CO, ill�lll IIi1iM � , \ I i III III III I I IIIII III I I I 1 II II IIII �I IL I I PROPO D F TE I� VI I , 1 A l III ( C411 III 1 CONTO S OR ZIELGERI ROAD ivI 11 l i III `I1'I'1�1 I ! hi 1 i 1 II l l li IT �V I PROVID' B R C Ivi,'1�1`,'v �1111'lllll��p i �ilIlllhlii I (illli�III11 i i. I I I 11 I 11' > 11 1\ 11 I l I I I l II I .III III i li I EX/S77NC COUAI'TY LIA4 9* EX7SANG DITCH a I l 1 1 1 1 RIGHT W YI EASEMENT I I EX/ � I�d� 1 1A'�r�;���_- �JIII IIII II I �lil llill,lll� I , I 1 A V -� � � �� All 't111 1 Inlll II III I 1 I P+OSIEEI IIECy.TRIO \.`� n 11' I Iii11 i ICI n A w W I I I I, 1 I I IIIII 1 I BYIIOTHERS ; � � I 11 AV � .. �� - III I'II11111 I I IIIII II II I11 lIl IA � I I 'I 1 Illl II I II„ 1 � l \ 1 I I IIIIIII I I I I I I .� L� , I 1 1 Ills I I IIIII I I I IMPROVEMENTS CONSTRUCTION PLANS, PHASE 2. _ Mil 1 I �l�I1l II 111 , � I IIF N II � -- I IIIIIII III I11I'I�II I I I 1 I I I 1 � i <d1� I, , II I IIIII 1111 IIIIIiil111 ' I I I 11�1 �" li IIII 11l IIIII it ' PREPARED BY. PREPARED FOR: PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO. Drexel, Barrell & Co. Engineers • Surveyors COTTONWOOD LAND & FARMS CCS City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Z J� tY Engineer ' Date CHECKE4 BY: Wat r Waelewater U Ili '-Da CHECKED BY: 1__?1l Storrs Water Utility Date CHECKED BY /f1w Parks & Recreation Date CHECKED BY: AJ6f- Traffic Engineering Dote CHECKED BY: Dote REVIEWED BY: LARIMER COUNTY ENGINEERING DATE THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON -SITE IMPROVEMENTS WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY CONSTRICTION OF ON -SITE PRIVATE IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REOUIRED TRAFFIC WORKSHEETS OR STUDY(S), FINAL DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMITS) ARE COMPLETE, APPROVED AND ON FILE WITH LARIMER COUNTY. CHECKED B North oudre Irrigation Co. *11 D 0 i= 1800 38TH STREET BOULDER, COLORADO C(719) O SPRINGS GR351- (719) 260-0887 � (970) 351-0645 � CONTACT: JIM A. BRZOSTOWICZ, P.E. 80301 STEAMBOAT SPRINGS (970) 879-1523 (303) 442-4338 GRAND JUNCTION7-1350 � (970) 257-1350 2465 CENTRAL ORA SUITE 1 BOULDER, 499- 4 80301 (303) 499-1441 CONTACT: BILL McDOWELL STRAUSS FORT LAKES COLLINS, BOX CULVERT COLORADO DRAWN BY: � GpMM S -�/ �--- � JAiQ'2�ia7 GRADING AND SITE PLAN GG5 CHECKED BY: JAB 40551 NOT VALID UT ORIGINAL SIGNATURE AND DATE )ATE: JOB NO: SHEET 13 JUNE 2005 E-5501.1 11 ,CALE_ 111-201 DRAWING NO.: SHEETS N/A 6D 109 Ill 00 N 0 r I TOW=82.75' -.-EX/S7/NG E.O.A. I I BOW= 71.75' WINGWALL / EX/577NG R. D. W. EX7S77NG R.D.W. FOOTING IMPRO ENTS WINGWALL I COUNTY ROAD 9 -- - --- FOOTING DAYLIGHT SEGIN TEMPORARY A S CONSZ ION PEFj _ _-CDOT_M-601r-20__ WALL DRAIN - WALK 4.5 I TRANSITION TO WALK DAYLIGHT 10 6' WALK AT BOX Q PALL DRAIN I CULVERT (TYP.) O aaao TOW=B2.0' WINGWALL #1 PER CDOT w BOW=71.50 STM-601-20. (SEE w CHART THIS SHEET AND BOW=71.75 DETAILS SHEET i & � ' 9' I fPROPOSED II PROPOSED TOW= 4DRAINAGE CONSTRUCTION ALK EASEMENT PROPOSED ..41, BOW=71.50 EASEMENT DRAINAGE / EASEMENT / /��- -� IMIN ) L..�..._-... -�-�f :.. 66' DITCH EASEMENT EXISTING 1` I �� �� L1� WINGWALL #3 PER (EXISTING) I i ��, COOT STD M-601-20. �..._ - UTILITY SLEEVES: l �( (SEE CHART THIS _ i l G L 8614' 2-2" SCH 40 PV - / r / it SHEET AND DETAILS STATION11 Uri -:- 2-4" SCH 40 PV 46 ��(� _1 �� SHEET & -0+50 ( UT1Lt1Y SLEEVES: V 0+00 APPROX. CL blfit - I • - 5 2-2 SCH 40 PVC - + - 1+ r - - - -+-� - - _.I 2-4" SCH 40 PVC o T - �_ +50 - 2+00 DITCH FLOW T i C I/ I� S0036'41"W - F SS/L CREEK RESiR wow INLET DITCH (I�CR/D� 0+86.32 FGRID= " <� , ' - BURIED cLAssI 9 RIPRAP �, PROPOSED ORIFICE PLA, . ' i� 101+48.03 RIGDEN PKWY WATERLINE i RIPRAP SHALL EXTEND 11 j �;$P4$' N 12803.2131 CASING %I���G'� TO WINGWAI-i SEE DETAILS SHEET r _ E 15367.3545BURIED _ t RIPRAP SHALL EXTEND TO WI RAP SHALL 9 RIPRAP ( �' -...NMEOMINM orb �� _..._... I I I I 11� � �- � � ' � � � J. � � ( �� � ' ' � WINGWALL #4 PER I ' COOT STD M-601-20. _..._..._... _... 51 _...�_. �h�' 2' CURB AND _� S HART THIS _...�.. GUTTER (TYP.) � CAA � i �(-� (EEC I PROPOCONSTRUCTION 6 SHEET AND DETAILS SED 25' � � � _' .4� WALK �... -... -..._. ._... _-- _... #1• , � � . _ � ...-...-...� SHEET V & 0). TOW=82.75' 60' FL -FL I ��.-...-...-...� EASEMENT I �- `� BOW=71.75 LOCATION OF LOCATION OF BOX EXPA SIO - BOX OX CULVERT CULVERT TOE WALL r MATE IALIL 25' GWALL #2 TOW=82.50' W/ S LANT PER COOT STD BOW=71.50' DAYLIGH ; TOW=80.0 PE CD 20. SEE EXPANSION WALL DRA BOW=71.50 (CHART THIS SHEET MATERIAL W/ ' AND DETAILS SHEET - - -SEALANT - - �. - - - - - - - Y - - - - - - - - - - - - ' - WALKD� - - - - - - -I- - - - - - - - - - - - - --------�------------ I- ----�&`�----- PROPOSED R.O.W. I r-------- I TOW=81.0' DAYLIGHT IBOW=71.75' WINGWALL PROPOSED R.O.W. WALL DRAIN IFOOTING 4.5' DETACHED WALK LEGEND PROPOSED INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR... ....................... .-65--"' PROPOSED SPOT ELEVATION ......................... I ............. x 54.67 (ALL C&G ELEVATIONS ARE FL U.N.O.) EX INTERMEDIA7E CONTOUR .......................... .--5J64------ EX. INDEX C011......... -----5J65----- EX. SPOT afw 170NS ........ ........ ..................... x 45.34 HIGH POINT ...................... ..................... HP GRADE BREAK ................... .. GB LOW POINT ............. ......... ........ LP TOP BACK OF CURB ......................... ........... . -TOC FLOWLINE. ......... ... ................... FL or FL WINGWALL DIMENSION TABLE WINGWALL # H K L M ANGLE OF WINGWALL 1 7' 11' 28.5' 11' 410 2 7' 9.25' 37.6' 11' 490 3 7' 10.50' 27.4' 11' 490 4 7' 1 8.50' 1 29.4' 11' 410 FINISHED SLOPE \ 1 V-4 " r M D- EXPANSION JOINT MATERIAL, H. (NAIL IN PLACE.) OR rCHANNEL Ml ROX Ft FVATION PREPARED BY Drexel, Barrell & Co. Engineers • Surveyors 1800 38TH STREET BOULDER, COLORADO 80301 (303) 442-4338 -*-'- COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 CONTACT: JIM A. BRZOSTOWICZ, P.E. PREPARED FOR: COTTONWOOD LAND & FARMS SUITE 204 2465 CENTRAL COLORADO BOULDER, COLORADO 80301 (303) 499-1441 CONTACT: BILL McDOWELL PROJECT INFO: STRAUSS LAKES BOX CULVERT FORT COLLINS, COLORADO DESIGNED BY: CCS REVISION DESCRIPTIONS DATE DRAWING INFO. FCRI PLAN AND PROFILE FAIL: 13 JUNE 2005 JUb NU: E-5501.1 SHILL 0 DRAWN BY: CCS �DRAMEDiTS �'--19 JAN -2GOA SCALE: n H. 1 R 10 v 1 =5 DRAWING N0. 6D 109 SHEETS i CHECKED BY: JAB C-1 28i wlA cep TIE INTO DETACHED WALK AS SHOWN SEE JR PLANS ZIEGLER ROADWAY EXIST, R.O.W. IMPROVEMENTSEX/ST. EASEMENTS f�SEE (BY OTHERS) ����� i 100 26 55.0' LT EXIST. O/TCY TIE EASEMENT — ,TIE NTO PROPOSED - - _ /CUR AND GUTTER pJ 100 51 30.0' LT PROPOS D R.O. EX/S7� R. O.W ELE . a84.f4 i� pC EET !FOR I ELE .=84.14' 4.5' DETAC D WAI CURB RETURN DETAILS - ��I y PROPOSED HC RAMPS £ £ E (SEE DETAIL SHEET !) - - -- -- ---- - �1 84.02'� 04.10't i 4.10' 0.6% - I ZIEGLER ROA G NUTAM N L PA K Y STD. 10' CITY CROSSPAN. 100 29,10 10.38' (BY OTHE ) CON ECT TO EXIS _. _.-.. _-- _ I go. 8" WATER STUB _. 99 0 1 - -_ 100 00 I 100+50 SEE DRAKE/ZIEGLER IMPROVEMENTS PLANS BY JR ENGINEERING FOR ZIEGLER ROAD AND RIGDEN PARKWAY DESIGN DETAILS INCLUDING GRADING OF INTERSECTION. I e*.z9 E . 8 D./.P. WATER FL e3.79llji 100+00 STREET A= 5 LF 8" .34 67+841.05 D.I.P. WATER CL ZIEUGER ROAD N: 12795.08 100+ 4 10.45 RT E: 15 19.54 8"-15° BEND W/ TB ELEV. = 84.36't 6.1 LF 8" ea t10% D.I.PI WATE �560k � 83.571 STREET A g 1 BEGIN TYPICAL SECTIC SEE DETAIL SHEET STATIONING LINE o� 101+00 - �A PROX. CL FOSSIL ICREE PROPOSED R4AP (TYP.1 / I R SERVOIR INLET DITICH ( ID) (SEE SHEE I EXIST. DITCH f-A j I PROPOSED 20'X7�' BO r�r CULVERT (SEE SHEET EXIST. R.O.W.,�` 1 _TIE DETACHED WALK INTO EXI T.� r' _I I COUNTY�ROAD 9 811, LANE /, UO LDR P 1 I I; END PERMA AN WALK: E, > �' I STA 101+85N LT ; TEMPORARY BEY ND - E END CURBIAND- TTER J... — f FL ELEV = 85.3,E 1.07 101+48 03 S ET A DR — 84.83, ;. -�-2-4" SCH 40 I IRRIGATION CONbUF S 0+86.2 CAL F ID I \\�- 0 FUTURE ROADWAY to I RAISED ME SPILL / AND SIDEWALK + CURB do UTTER UTTER 102+23.4 t �_-TEMP.I MED N NOSE WITH O % CONSTRUC ON JOINT. t!-x 1 1 50 ' I I 102+00 102+50 103+00 103 r- Lu _ ea. _ ee.os' +06 + — I } W lu Z _ I � ; I _ � 10' (TVP.) 1 5.93' END OF PF tMA ROADWAY PRO PLUG W/ TB GV NT MENTS - _ FUTURE OADWAY AND SID J �u _ a - WATER I�JE _ 1613.9 LF 8" Ts MIN D.LP. WATER I ' I WALK OX t� CURB, GUTTER AND �� 5' MIN I \�I-------__.. - - - { WALK TO BE REMOVED " `ENDCURB! AN _GUTTER - . AS NECESSAR E E E'D --K -- Fi- ELEV � 85 )6' PROPOSE HC RAMPS A 4.5' DETACHED WALK f END PERMANA (SEE DE IL SHEET a I i , WALK: STA 101Pj 80,RT to IL Y '-�� I 1" IRRIGAT1bN SRVI TEMPORAR BEY NO 11E DETAC ED WALK INTO EXIST. Q SEE SHEET • FOR �sq 1 +51 30.0' RT I I 0�.. CURB RETURN DETAILS IP ROPOSED I !I_� Ii . COUNTY R AD 9 BIKE LANE/SHOULDER I V.=83.93 R.O.W. I , DETACHED WALK SHAL BE WIDENED AT PC 1 " 45° BEND W TB ( 1 + _ I CULVERT CROSSING) TO 6. '� SEE SHEET 20 10 0 20 w I I PROPOSE6 ELEC. _ % aj m I 180 38.06 15.00 R I I I I FOR TRANSITIO�DE LS (TYP,)\� - L 1+ A 55.0 RT / I EIll W M TIE INTO PROPOSED TIE INTO DETACHED WALK AS SHOWN 2-4" AND 2-2" SCH 40 CONDUITS XISTING ASPHALTS SCALE: 1 "-201 1� CURB AND GUTTER SEE JR PLANS FOR WALK DETAILS OVER BOX CULVERT (COUNTY ROAD 9) V EZEV. = 83.28j ALONG ZIEGLER ROAD (BOTH SIDES OF STREET AS SHOWN) TO BE REMOVED, REGRADED do REPLACED AS NECESSARY. (SEE SHEET i) STREET A PLAN AND PROFILE LEGEND PROPOSED INTERMEDIATE CONTOUR. ............�---64 PROPOSED INDEX CONTOUR ............................ .-65 - PROPOSED SPOT ELEVATION 54.67 ...................................... (ALL C&G ELEVATIONS ARE FL U.N.O.) X EX. /1V7ERME0/A7E CONTOUR ........................... - -5364- - - ` EX. INO£X CON70UR...................................... - - - -5365- - -' EX. SPOT ELEVATIONS X 45.34 HIGH POINT ........... ............... .. HP GRADE BREAK .... ......................... ............. _......... ..... GB LOW POINT ................ ..... ... .... ..... LP TOP BACK OF CURB ... ...... .... TOC FLOWLINE ...... ...... ......... ....... _ ........ FL or FL EX. WATER ................ EX. 8" O.I.PlWA7£R PREPARED BY BY, Drexel, EET BOULDER, COLORADO 80 01 Engineers •Surveyors (3GRA 44 UNCTION �-- COLORADO SPRINGS GREELEY STEAMBOAT SPRINGS GRAND JUNCTION _ - - (719) 260-0887 (970) 351-0645 (970) 879-1523 (970) 257-1350 - CONTACT: JIM A. BRZOSTOWICZ, P.E. PREPARED FOI PREPARED COTTONWOOD LAND & FARMS 2465 CENTRAL AVE., SUITE 204 BOULDER, COLORADO 80301 (303) 499-1441 CONTACT: BILL McDOWELLJAB PROJECT INTO STRAUSS LAKES BOX CULVERT FORT COLLINS, COLORADO DESIGNED BY: CCS REVISION DESCRIPTIONS DATE GATE DRAWING INFO. STREET A PLAN AND PROFILE 95+50 TO 104+00 Q` � DATE: 13 JUNE 2005 JOB N0: E-5501.1 SHEET • DRAWN BY: JTw cJlfY-Ge�nx ENTS , -- — � �N- 2 SCALE. II I �. ;R-50 DRAWING NO.: 6D 109 SHEETS S CHECKED BY.STA. C-1 281