HomeMy WebLinkAboutSite Certifications - 02/11/2010 (2)LEGEND
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A
EXISTING SANITARY SE'NER W/MANHOLE
EXISllNG WATER W/flRE HYDRANT
EXISTING STORM SE'ftER W/MANHOl.£
EXISTING TELEPHONE PEDESTAL
EXISTING WATER VALVE
EXISTING GAS METER
ExtSllNC WATER METER
EXISTING PO'tll£R POLE
EXISTING LIGHT POlE
EXISTING SIGN
EXIS11NG F'lRE HYDRANT
----25 ----PROPOS£D CONTOUR
-----6!KJO---EXISTING CONTOUR
POIWT 'M-iERE PROPOSED GRADE:
UE'ElS EXJSTINC CRADE
X 25.8 PRCPOSED SPOT El..£VA TlON
ADD 4900 TO ALL SPOT EL.[VAllONS
EXISTING SPOT ELEVATION
HISTORIC SHEET now
PROPOSED now DIRECTIOH
--ST -+-ST --PROPOSED STORM SEWER W/lNLET
FF
/) ,: )
flNISHED FlOOR ELEVATION
EXISTING lREE
STRAW BALE BARRIER ~
--SF --SF --SILTF'ENCE ~
--------
GRA'vtl. INL.[T PROTECTION ~
PROPOSED ASPHALT PAVING
PROPOSED CONCRETE PAVING
PROPOSED CATCH CURB AND GUTTER
PROPOSED SPILL CURB ANO GUTTER
CONTRQ. POINT
FINAL ENG IN EERING PLANS
FOR
PROVINCETOWN E P.U.D . FILING NO. 2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
VICINITY MAP
SCALE: 1" = 1500 '
KEY MAP 1.--0-l-GrJi~
SHEET INDEX
SHEET NUMBER DESCR IPTION
C1.01 COVER SHEET
Cl.02 GENERAL NOTES
C2.01 STORM WATER MANAGEMEN T PLAN
C2 .02 STORM WATER MANAGEMENT PLAN
C3.01 DETAILED GRADING PLAN
C3.02 DETAILED GRADING PLAN
C3.03 DETAILED GRADING PLAN
C3.04 DETAILED GRADING PLAN
C3.05 DE TAILED GRADING PLAN
C3.06 DETAILED GRADING PLAN
C3.07 DETAILED GR ADING PLAN
C3.08 DETAILED GRADING PLAN
C3.09 DETAILED GRADING PLAN
C3.10 DETAILED GRADING PLAN
C3.11 DETAILED GRADING PLAN
C3.12 DETAILED GRADING PLAN
C4.0 I CIV1 L DETAILS
C4.02 CIV1 L DETAI LS
SCALE 1" = 200'
C,,e,, .. t i ~ i co...\ 1 <M
I ,,
CONTROL POINTS
CONTROL NORTHING EASTI NG ELEVATION DESCRIPTION POINT
100 97,422.28 197,871.85 4957.50 FAC BM 24-94
102 97,388.86 197,285.17 4979.1 3 FAC N1 /4 13
103 97,308.17 199,987.55 4909.52 FAC NE 13
104 97 ,298.64 197,840.52 4961.26 PNL 1/5 RBR
105 97,300.30 198,253.98 4955.36 PNL #5 RBR
106 97,1 44.22 198,158.89 496 1.19 SCP SPIKE
107 97,1 63.64 197,984.37 4965.58 SCP PK
109 96,826 .89 197,812.97 4974.67 SCP SPIKE
11 0 96,749.45 198,129.32 4970.91 SCP SPIKE
111 96,948.25 198,180.25 4963.15 SCP SPIKE
11 2 97,018.16 198,305.54 4958.16 SCP SPIKE
113 96,862.99 198,475.48 4968.89 SCP SPIKE
114 96,473.43 198,361.10 4987.47 SCP SPIKE
115 96 ,576 .93 198,1 83.10 4979.95 SCP SPIKE
11 6 96,366.73 198,057.93 4978.42 SCP SPI KE
117 96,204.93 197,980.01 4978.55 SCP PK
118 96 ,132.33 198,083.26 4983.70 SCP SPIKE
119 96,018.09 197,924.49 4987.03 SCP SPIKE
120 96,135.39 197,838.75 4974.25 PNL REBAR
122 96,348.23 198,175.51 4982.83 SCP PK
123 96,287.33 197,889.95 4975.92 FPC JR ENG
RECORD DRAV.,NG
This record drawing hos been prepared, in port. based upon information furnished by
others. 'Miile this in forma tion is believed t o be reHoble, SCOTT, COX, & ASSOCIATES, INC.
c annot be assured of its accu racy, and t hus is not resp onsible for t he accuracy of this
record dro·,.ing or for any errors or omission s which may hove been in corporated into it
as o resul t. Those relying on this record document ore advised t o ob tain independent
verification of its accuracy before applying it for an y purpose. SCOTT, COX &:
~~N~ . ..J.=~-•
B • ]] /23/J0
Will om Mo hew Do te
'f <"' ~ ,c,J r-,lv.M.b CA
/u•-n-01-015
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;i.-Jl-1\
COVER SHEET
PROVINCETOWNE P.U.D. FILING NO. 2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
STR UCT UR AL. 0AAINAl3E OR AF"TING
146 BAAlll:AAY PL A C E, LOVELAND, COL ORADO B05 37
T CLC,-H0 ... ll 970•a 7 l!!l• l 909
Lr SCOTT, COX &: ASSOCtATES, NC.
Designed by ~
!Kown by JAS
Cheeked by ~
consulting engineers su r veyors
1530 55th Strnt • Soula., Cdorodo 8030J
(JOJ) ..... -3051
Dol e Sc~. Drawing no.
07/1 6 /10 AS NOTED 10215B2-Cl
R•vislon Desert tlon Dote
I ISSJ£D FOR CONS1RUC1!0H 08 27 10
2 ......... , 11 23 10
Sheet
C1.01
Pro~t no.
!0215B
LL,
CITY OF FORT COLLINS GENERAL NOTES -
I. ALL MATERIALS, WORKMANSHIP, ANO CONSlRUCTION Of" PUBUC IMPRO\OIENTS SHALL MEET OR EXCEED THE STN«>AROS AHO
SPECWlCATlONS SET F"~TH IN THE LARIMER COUNTY URBAN AREA STRrrr S-ANDAROS ANO AP.;)\JCABL[ STAT£ ANO F'EDERAL
REGUl.ATlONS. 'MiERE niERE IS Cafl.JCT 8EnHN THESE PlANS AND THE SPEcw:lCATIOHS. OR ANY APPUCABL£ STANDARDS. lHE
MOST RESTRtCTl\lE STANDARD SHAL APPLY. ALL WORK SHALL BE INSPECTED ANO APPRO\'[O BY THE LOCAL EN TY.
2. ALL REFERENCES TO ANY PUBLISHED STANDAROS SHAU. REFER TO TliE LATEST REVl90N OF SAID STANDARD, UNLESS SPEClflCAU.Y
STAl['D OlliERWSE.
3. THESE PUBUC IMPRO\IEMENT CONSTRUCTlON PLANS SHALL BE VALID FO'f A P£RIOO Of" THREE 'tEARS FROM THE OAT[ OF APPROVAL
BY THE LOCAL ENTITY ENGINEER. USE OF TMESE PLANS ArTER THE EXP1RA'T>ON DATE WILL REQUIRE A NEW REVIEW ANO M'PROVAL
PROC£SS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS.
4. THE ENGINEER 'MiO HAS PREPARED 1MES£ PLANS. BY EXECUTION ANO/OR SEAL HEREOF, DOES HEREBY AffiRM RESPONSIBILITY TO
THE LOCAL EN TITY, AS BENEFlCIARY OF SAID ENGINEERS WORK. F"OR ANY ERRORS AND OMISSIONS CONTAINED lN THESE PLANS, ANO
APPROVAL.. OF THESE Pl.ANS BY THE LOCAL ENTITY ENGINEER SHAU NOT REUE\£ THE ENGN:E," ¥11-10 HAS PREPARED THESE PLANS
or AU. SUCH RESPONSIBILITY. f'URTHER, TO THE EXTENT PERl.ltTTEO BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND
INDEMNIFY THE LOCAL ENTITY. AND ITS OFTICERS ANO DIPLOYEES. FROM ANO AGAINST ALL UABIUTIES. CLAIMS. AND DCM.A.NOS VMla-.
MAY ARIS£ FROM ANY ERRORS ANO OM1SSIONS CONTAINED IN THESE PLANS.
5. Al..1. POWER AND OTHER 'ORY"UTIUTY INSTAU.ATIONS. SHALL CONFORM TO THE LOCAL ENTITY STAt,.OAROS ANO SPEClflCATIONS
CURRENT AT THE DATE or APPROV.-.L. or THE PlANS BY THE LOCAL ENTITY 04GINEER.
6. THE J't'PC, SIZC, LOCATION AND NUMBER or AU. KN~ UNOERGROUNO UTIUT1£S AR£ APPROX!!U,TE 'MiEN SHO'MII ON Tl-1E DRAW'!'fGS.
IT SHAU.. BE THE RESPONstBIUTY Of THE DE'ftl..OP£R TO ",,£R!F'Y THE EXISTENCE ANO LOCATION Of AU. UNOCRGROUNO UTIUTlES
ALONG Tli[ ROOT£ OF THE WORK BEFORE COMMENONC NEW CONSlRUCllON. TI-I( DEVELOPER SHAU.. BE RESPONSIBlE F'OR UNKNOWN
UNOERGROONO UTILITIES.
7. THE ENGINITR SHALL CONTACT THE UTILITY NOTIFlCAllON CENTER Of COLORADO {UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING
OAYS PRIOR TO BEGINNING EXCAVATION OR GRADING. TO HAVE ALL REGISTERED UTILITY LOCATIONS I.IARKEO. OlHER UNREGISTERED
UllUTY ENTITl£S (I.E. DITCH / IRRIGATION COMPANY} ARE TO BE LOCATED BY CONTACTING THE RESPECTl!o'E REPRESEhTATll,,£. U"'LJ
SERVICE LAlERALS ARE ALSO TO BE LOCATED PRIOR: TO BE:GINNING EXCAVATION OR GRADfNG. rT SHAU. BE n£ RESPONSIBILITY or THE
OE'tO..OPER lO RQ.OCATr AU. EXISTING UTIUTCS THAT COIIF\JCT ""TH THC PROP0SCD tMPRO\£MENTS SHO'IIIN ON T11ESE PLANS.
8. THE DEVELOPER ~All BE RESPON!iiBl.£ FOR PROTECTING AU. UTIU'OCS OUR '-IC CONSTRlJCllON AND FOR COOROINA TlNC wm~ TiiE
APPROPRIATt UTILITY COMP ANY FOR ANY UTUTY CROSS:NCS REOUIR(D
9. IF A COHFUCT EXISTS BETWEEN OlSTING ANO PROPOSED UTIUTIES ANO/OR A DESIGN MOOlf1C,A.TIQN IS REOUtREO. THE [){'l,£)_QPER
SHAU. COORDINATE WlTH THE ENGINEER TO MODIFY TI-IE DESIGN. 0£.SICN MOOIFlCAllON(S) MUST BE APPROVED BY THE LOCAL ENTITY
PRIOR TO BEGINNING CONSlRUCTION.
10. THE DE!o'ELOPER SHALL COORDINATE AND COOPERATE 'MTH THE LOCAL ENTITY. ANO AU. UTILITY COMPANIES \NVOl...lo'ED, TO ASSURE
THAT THE WORK 15 ACCOM PLISHED IN A TIMELY f'ASHION AND Will-I A MINIMUM DISRUPTION or SERVICE. THE 0£VELOP£R SHALL BE
RESPONstBLE FOR CONTACTING, IN ADVANCE. ALL PARTIES AfTI:CTED BY ANY DISRUPTION or ANY UTILITY SERVICE AS WZU. AS TIIE
U TIU TY COMP ANlCS.
11 . A STAlE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERM1T IS REQUIRED If' 0£WAT'ERING IS REOUIRED IN ORDER TO 1NSTAU
UllUTIES OR WATER IS DISCHARGm INTO A STORM SEWER, CHANNEL. IRRIGATION DITCH OR AN Y WAlERS or Th£ UNITED STATES.
12. Tl-IE DE'v£l.OPER SH COMPLY WITl'i AU TERMS ANO CONDITIONS Of THE COLORADO PERMIT FOR STORM WAlER OISCHAACE
(CONTACT COLORADO DEPARTMENT Of' HEAlTH, WATtR QUAUTY CONTROL DII/ISION, (303) 1592-3590), lHE STORM WATER MANAGEMENT
PlAN, ANO THE EROSION CONTRCl.. Pl.AN.
1J. THE LOCAL ENTITY SHAU. NOT BE RESPOHSIBl.£ f'OR THE MAINTENANCE OF STORM DRAINAGE F4.CIJTIES LOCATED ON PRIVATE
PROPERTY. MAI-ITENN.CE Of OHSITE DRAINACE f'ACR.JTIES SHAU. BE THE RESPONSIBILITY OF THE PROPERTY O'NNER(S).
14. PRIOR TO F'll!Al INSPECTION ANO ACCEPTANCE BY THE LOCAL ENTITY, CERTIF'ICATION OF Tl,£ ORAI-IAGE FACILITIES. BY A RECISlEREO
ENGINEER, MUST BE SUBMITTrD TO ANO APPROVED BY 'THE STORMWATER UTILITY DEPARTMENT. CERTlflCATlON SHALL 8£ SVBMITTEO TO
n-tE STORMWATER UllUTY DEPARTMENT AT LEAST TWO YIEEl<S PRIOR TO TH[ REL£ASE OF A CERTlflCATE Of OCCUPANCY FOR SINCt..£
FAMILY UNITS. FOR COMMEROAL PROPERTIES. CERTIRCATION SHALL BE SUBMITTED TO TIC STORI.IWATER UTILITY OEPARTMOH AT
LEAST TWO ,i£EKS PRIOR TO THE REl..£ASE fY ANY BUU)iNG PERMITS fH EXCESS Of' THOSE ALLO"Nrn PRIOR TO CERTIF1CA TION PER
THE DE\'£1..0PMENT ACREEMEJH.
15. TH[ LOCAL ENTITY SHAU. NOT BE RE~S18\..£ FOR ANY DAMAGES OR 1"4..1.JRIES SUSTAINED IN THIS OE',fiQPMENT AS A RESULT Of
GROUNDWATER SEIP.A.GE, 'MiEniER RESU..TlNG FROM GROUt,()WATER FtOOOING, STRUCTURAL OAIAAGE OR OTHER DAMAGE UNLf'SS SUCH
DAMAGE OR IN..IJ~ ARE SUSTAINED AS A RESULT Of lHE LOCAL ENllTY FAIWRE TO PROPERLY I.IAJNTAIN ITS WAl[R, WASTEWATER,
ANO/OR STORM DRAINAGE. FAC1Ul1£S IN THE OE\UOPMENT.
16 Trl.tPORARY EROSION CONTROL DURING CONSTRUCTION SHAU. BE PROvtOEO AS SHO'M-1 ON THE EROSK>N CONTROL PLAN. ALL EROSION
CONTRQ. MEASURES SHAU. BE MAINTAINED IN 0000 R£PAIR BY THE OE\,O..OP£R, UNTIL SUCH 7ME AS THE ENTIRE OISTVRBED AREAS
ARE STABILIZED WITH HARO SURFACE OR LANDSCAPING.
17. THE OE'v£l.OPER SHALL BE RESPONSIBl.£ FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TR4.CKEO ONTO THE EXISTING PUBUC
STREET SYSTEM. MUD AND DEBRIS MUST BE REMO'v£D WITHIN 24 HOURS SY AN APPROPRIATE MECHANICAL MEiHOO (I.E. MACHINE
BROOM sv.t:EP, UCHT DUTY FRONT-END LOA0£R, ETC.) OR AS APPROVED BY lHE LOCAL ENTITl' STREET INSPECTOR.
18. NO WORk MAY COMMENCE WITHIN AN Y IMPROW:0 OR UNIMPROvO> PUBLIC RIGHT-Of"-WAY UNTIL A R1GHT-OF'-WAY PERMIT OR
OE'tUOPMENT CONSTRUCTION PERMIT JS OBTAINED, IF APPUCABLE.
19. "THE OE\a..OPER SHAU. BE RESPONSIBI..£ FOR OBTAINING ALL NECESSARY PERMITS f'OR ALL APPUCABLE AGENOES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE ot\nOPER SHALL NOTIFY Tl-£ LOCAL ENTITY ENGU<oEERING INSPECTOR (f'ORT COWNS -
221-6605) AHO THE LOCAL ENTITY EROSION COHlROL SPECTOR (FORT COWNS -221 -15700) AT LEAST 2 WORt<.INC DAYS PRIOR TO
THE START Of' ~y EARTH OISTIJRBrNC ACTI--,TY, OR CONSTRUCTlON ON ~'( ANO All PU8UC tM?ROVEMENTS. If THE LOCAL ENTITY
ENGINEER IS NOT AVAl..ABL..E AFlER PROPER NOTIC[ Of CONSTRUCTION AClNTY HAS ~ PRO'AOED, THE OE't£LOP£R MAY COMMENCE
WORK IN THE ENQNE£R'S ABSD+C£. HQVE\,O, THE LOCAL ENTITY RESOtvB THC RICI-IT NOT TO ACCEPT THC IMPRO-.ntENT If
SUBSEQUENT TESTING RE\£AlS AN MPftOPER INSTALLATION.
20. "THE OE\'El.OPER SHAU. BE RESPONSISLE FOR 08TAINING SOILS TESTS WITHIN THE PUBLIC RIQ-IT-OF-WAY AFTER RtCHT-Of'-WAY
CRADING ANO AU. UTILITY TRENCH WORK IS COMPl.ETE ANO PRtOR TO Tr£ Pl.A.CEMENT Of CUR3, GUTTER, SIDEWALK ANO PAl,O,IENT.
If' THE A-IAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAl R£PORT,
THE OElo'ELOPER SHAU BE RESPONSIBLE FOR A RE-DESIGN Of THE SU8..ECT PA'-04ENT SECTION OR, THE DE\'£LOF'[R MA Y USE TH::
LOCAL ENTITYS DUAi.ill PA\!£M::NT THICKNESS SECTION{S). REGAROI..ESS Of THE OPTION USED. All FlNAL SOtl..S/PAVEMENT DESIGN
REPORTS SHALL BE PREPARED B'f A LICENSED PRClfESSIOIIIAl ENQNEER. Tl-£ f'lNAl REPORT 9-'AU. BE SUBl.tlTTED TO TliE INSPECTOR
A MINIMUM or 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE ANO ASPHALT. PLACDIENT Of' CURB. CUTTER, SIOCWAt.J<, BASE A.NO
ASPHALT SHAU. NOT OCCUR UNlll THE LOCAL ENTITY ENGINEER APPRO~ THE FlNAL REPORT.
21. TliE CONTRACTOR SHAU HIRE A LJCCNSED ENGINEER OR LANO SUR\O'OR TO SUR~Y THE CONSTRUCTED ELEVATIONS Of' TH£ STREIT
SUBGRAOE ANO THE CUTTER FLOWUNE AT ALL INT[RSECTIONS. INL.ETS, ANO OTHER LOCATIONS REOUESTED BY THE LOCAL ENTITY
INSPECTOR. THE ENGINEER OR SUR!o'E YOR MUST CERTlfY IN A LETTER TO THE LOCAL ENTITY Tl-'AT THESE El.EVATIONS CCN'ORM TO
ll-lE APPRO\'ED PLANS ANO SF'EClflCATIONS. ~y DEVIATIONS SHALL BE NOTED IN THE LITTER AND THEN RESQ.\IEO WITH THE LOCAL
ENTITY BEFORE INSTAl.l.ATION Of BASE COURSE OR ASPHALT WIU. BE AU.OWED ON THE STRffTS.
22. PORTlONS ~ LARIMER COUNTY ARE 'MlHIN 0-..ULA Y DISTRICTS. THE LARIMER COUNTY flOOOPlAJN RESOLUTION SHOULD BE REFERRED
TO FOR A001TIONAL CRITERIA FOR ROADS WITI-IIN THESE DISTRICTS.
23. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONlRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE
A SITE INSPECTION FOR ANY TRfE REMOVAL REQUIRING A PERMIT.
24. THE DE\'£LOP£R SHALL BE RfSPQ,,/SIBlE f'OR All ASPECTS OF SAffTY INCLUD'NG, BUT NOT LIMITED TO, EXCAVATION, TRENCHING,
SHORING, TRAFflC CONTROL. ANO SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING ANO TRENQtlNG.
25. fl-IE DElo'ELOP[R SHALL SUBMIT A CONSTR\JC'!Qj TRAF"nc CONlROL Pl»!, IN ACCORDANCE W!Trl IIUTCO, TO THE APPROPRIATE
RICHT-Of"-WA Y AUTHOOITY. (LOCAL ENTITY, COUNTY OR STAT£). FOR APPROVAL PRtOR TO AHY CONSTRUCTION ACTIVITIES WITHf.l, OR
AFFECTING, THE R!GtT-CF'-WAY. THE OEVELOPER SHALL BE RESPONS181..E FOR PRO't10ING ANY A.HO ALL TRAFTIC CONTRQ. DEVICES AS
MAY BE REOURm BY THE CONSTRUCTIQ,,I ACTl'-ATlES.
26. PRICfi TO THE COMIJENCEMENT Of' AHY CONSTRUCTION TH.A. WILL AFf'ECT TRAf'FlC SIGNS Of' A.-.Y TYPE, THE CONTRACTOR SHAU.
CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, 'M-10 'MU. TEM~ARILY REI.IO\IE OP. Rn.OCATE THE SIGN AT NO COST TO
THE CONTRACTOR; HOWE.1-'ER, IF THE CONTRACTOR MO~ THE TRAFTIC stGN lHEN THE CONTRACTOR Will. BE CHARGED FOR lHE
LABOR, MA TERI.A.LS ANO EQUIPMENT TO RElNSTALL THE SIGN AS NEEDED.
27. THE DE!o'ELOPER IS RESPONSIBl.£ FOR ALL COSTS FOR lHE INITlAL INSTAUAnON OF TRAF SIGNING ANO STRIPING FOR TliE
OE\'£1..0PMEN T RELATED TO TliE OEVElOPMENTS LOCAL STREET OPERATIONS. IN AOOITION, lHE DEVELOPER IS RESPONSIBlE FOR ALL
COSTS F'OR TRAf'FlC SIGNING AND STRIPING RELA TtD TO DIRECTING TRAFTIC ACCESS TO ANO FROM THE OE'v£l.0PMENT.
28. THERE SHAU. BE NO SITE CONSTRUCTION ACTl--,TIES ON SATVROAYS, UNLESS SPEOFlCAU.Y APPROVED SY THE LOCAL ENTITY
ENGINEER, ANO NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOUOAYS, UNLESS THERE S PRIOR 'tlRITTEN APPROVAL BY TliE
LOCAL ENTITY.
29 THE DEVELOP£R IS RESPONSIBLE FOR PROVIDING ALL LABOR ANO MATERI ALS NECESSARY FOR THE COMPLEllON Of lHE INTENDED
11.WROVEMENTS. SHOWN ON THESE DRAWlNGS, OR DE9GNATED TO BE PROW>ED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFlCAU.Y
NOTED OTHERWISE.
JO. DIMENSIONS F'OR LAYOUT ANO CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT
SHOWN, CONTACT THE DESIGNER FOR Cl.ARIFICATION, ANO ANNOTATE THE OIMENSK)N ON THE AS-BUILT RECORD DRA'MNGS.
31. THE OE\'ELOPER SHAU. HAVE, OHSITE AT All llMES, ONE (1) SIGNED COPY Of' THE APPR0\,£0 PLANS, ONE (1) COPY OF THE
APPROPRIATE STANO.A.ROS ANO SPECIFICATIONS. ANO A COP'f Of AN Y PERt.llTS ANO EXTENstON AGREEMENTS NEE0£D FOR TliE JOB.
32. IF. DURING THE CONSTRUCTION PROCESS. caonONs ARE ENCOUNTERED ¥It!~ COULD INOICAlE A Sl'T\JATION THAT IS NOT IO[NM[[)
IN THE PLANS OR SPEOFlCATIONS. THE OE\'tl.OPER SHAU. CONTACT THE OESKH:R ANO THE LOCAL ENTITY ENGIN::.ER lMMEDIArUY.
JJ. THE OE\'£1..0PER 51-'fil BE RESPONSIBLL FOR RECORDING AS-BUILT lNf"ORMA ON ON A SET Of RECORD ORAWl'iGS KEPT ON THE
CONSTRUCTlON SITE. ANO AVAlt.ABL£ TO TiiE LOCAL ENTITYS INSPECTOR AT All TIMES. UPON COMPl.ETION Of THE WORK, THE
CONTRACTOR(S) SHA.LL SUBMIT RECCRO ORA'MNGS TO THE LOCAL ENTITY ENGINEER.
3" OR'CIN BENO-I MARK: OTY OF FORT CCUINS 8.M. NUMBER 24-94 El.EVATION a4957.50. STANDARD OTY Of RlRT COUJNS 2·
AWUINUt.l CJJ' LOCA T£0 AT THE NORTHEAST CORNER CF EAST TRILBY ROA() ANO PORTNER °"IVE. ON THC TOP Of TliE v.EST ENO Of'
A CONCRETE HEADWALL THE BASS OF BEARINGS IS THE NORTH LH: OF THE NE 1/4 Of S£CllON 1J, T6N, R&9W Of THE 6TH P.1.1.
BEARING N M 17'23 E PER PROI/INCETOWN P.U.0 . FlUNG NO. 2.
35. DAMAGED CURB. GUTTER ANO SIDEWALi< EXISTING PRIOR TO CONSTRUCTION, AS 'wElL AS EXISTING F'£NCES. TRE£S, STREETS.
SIOEWAU<S, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PRO..CCT, SHALL BE REPLACED OR RESTORED IN UK£ KIND AT THE DEVELOPERS EXPENSE. UNLESS OTHERWISE
INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE Of COMPl.ETED IMPRO!o'EMENTS AND /OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIACATI: OF OCCUPANCY.
JIS. Y1t1EN AN EXISTING ASPHALT STREET IAUST BC CUT, THE STREET MUST BE RESTORED TO A COUDITION EOUAl TO OR BETTER THAN ITS
ORIGINAL CONDlllON. THE EXISTING STREET CONDITION SHAI.L BE DOCUMENTED BY n-tE LOCAL ENTITY CONSTRUCTION INSPECTOR
BEFORE ANY CUTS ARE t.lAOC PATCHING SHALL BE DONE IN ACCOROAl'oCE 'MlH THE LOCAL ENTITY STREET REPAIR STANDARDS. TH::
-CITY OF FORT COL LINS GENERAL -NOTES ( CONT.)-
F1NISHEO PATOI SHAU. Bl.ENO IN SMOOlHLY INTO TH£ EXISTING SURf'ACE. ALL I.ARCE PATCH:ES SHAU. BE PAVED 'MTH AN ASPHALT
LAY-DO'M4 MAOi!NE. N STREETS 'M-iERE MOR£ THAN ONE CUT IS MADE. AN OVERLAY Of THE EN'71RE STREET WOn-t, INQ.UOINC THE
::iATCHEO AREA. I.IAY BE REQUIRED. Tu[ OCTERMINATION 0f N£ED FOR A COMPL£TE OVERtAY SHAU. EE MADE BY lHE LOCAL ENTITY
ENGINEER ~0 /0R TH[ LOCAL ENTITY SPECTOR AT THE ft.IE THE CUTS ARE MADE.
37. UPCN COMPLETlOH or CONSTRUCTION, THE SITE SHALl BE Q.E.ANEO ANO RESTCll:EO TO A CONDITION EQUAL TO, OR BETTER THAN,
THil 'M-IICH EXISTED BEFORE cc»-ISTRUCTK>N, OR TO THE GRADES ANO CONDITION AS REOlHRED BY THESE Pl.ANS.
38. STM«)ARO HAN01CAP RAt.lPS ARE TO BE CONSTRUCl ED AT AU. CURB RETURNS ANO AT ALL "l"INTERSECTIONS.
39. AF'TER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN lHESE PLANS SHALl BE GUARANTEED TO BE FREE
FROM MATERIAL ANO WORKMANSHIP OEF'ECTS FOR A MINIMUM PERIOD OF TWO YEARS F'ROM THE DATE OF ACCEPTANCE.
40. TH( LOCAL ENTITY SHALL NOT BE RESPONS18L£ FOR THE MAINTENANCE or ROADWAY ANO APPURTrNANT IMPROVEMENTS, INCLUDING
ST~I.I DRAINAGE STRUCTURES AND PIPES. FOR AU. PRIVATE STREETS WITH1N THE DEVELOPMENT.
STREET IM PROVEMENTS NOTES
I. AU. STR[ET CONSTRUCTION IS SUB..ECT lO lHE G[NERAl NOTES 0N TlilS SHEET Of" THESE PV<NS AS 'NEU. AS n-tE STREIT
IMPROVEMENTS NOTES LISTED HERE.
2. A PAv1NG SECTION DESIGN, SIGNED ANO STAMPED BY A COLORAOO LICENSED ENGINEER, MUST 8£ SUBMITTED TO lHE LOCAL ENTITY
ENGl~E£R FOR APPROVAL. PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, {F'UU. OEPTii ASPHALT SECTIONS ARE NOT PERMITTED AT A
DEPTH GREATER THAN 8 INCHES Of ASPHALT). THE JOB I.IIX SHALL BE SOOMITTID FOR APPROVAL PRIOR TO PLACEMENT OF ANY
ASPHAl.T.
3. 'Mif.RE PROPOSED PAV'NG ADJOINS EXISTING ASPHALT, THE (XJST1NG ASPHALT SHALL BE SAW QJT, A MINIMUM OtSTANCE OF 12
INCHES FR(»,t THE EXJSnNG EDGE, TO CR.EAlE A CUAN CONSTRUCTION ..ot4T. THE OEVEl.OPER SH.ALL BE REQUIRED TO REMO!o'E
[JOS™C PA\11:MOH TO A DISTANCE WI-IERE A CUAN CONSTRUCTION JOINT CAN BE MAD(.
4. STREET SUBCRADES SHALL BE SCARl'1£0 THE TOP 12 0-1.ES ANO RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE
I.IA T::RIAL SHAU. BE LAID UNTll lHE SUBGRAOE HAS BEEN INSPECTED ANO APPRO'KO BY THE LOCAL ENTITY ENGINEER.
5. VA ... lo'E BOXES ANO MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME Of" PA\O.IENT PI..ACEMENT OR OVERLAY. VALVE BOX
ADJUSTING RINGS ARE NOT ALLOYoED.
6. 'NHEN AN EXISTING ASPHALT STREET MUST BE CUT, TliE STREET MUST BE RESTORED TO A CONDITION EOUAL TO OR BETTER TliAN ITS
001GINAL CONDITIOU. THE EXISTING STREET CONDITION SHALL 8 ( DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE.
CUTTING ANO PATCHING SHALL BE DONE IN CONFORMANCE 'MTH CHAPTER 25, RECONSTRUCTION ANO REPAIR. THE FINISHED PATCH
SHALL BLEND Sl,,tOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION or N(EO FOR A COMPl.ETE OVERlAY SHALL BE MADE BY
TFE LOCAL ENTITY ENGINEER. All 0\o£RLAY WORK SHALL BE COORDINATED WITH ADJACENT LANOO'M'-IERS SUCH THAT f\JT\JRE
PRC.CCTS 00 NOT CUT THE NEW ASPHALT 0\1£RLAY WORK.
7. A1.1. TRAFTIC CO-ITROI.. DEVICES SHAU. BE IN CONF'ORM.ANCE Wlri lHCS( PLANS OR AS OTHERWISE SPEOFICD IN MU T C D. (INCLUO'NG
CO...ORAOO SUPPLEMENT) ANO AS PER THE RIQiT-0f-WAY WORK PERI.Ill TRAF'f"IC CONTROL Pl.AN.
8. THE DE\'El.OP£R tS REQUIRED TO PERf'ORM A CUTTER WAT£R FtOW TEST 1N 'TliE PRESENcr OF TI-IE LOCAL ENTITY INSPECTOR ANO
PltOR TO INSTAUATION Of' ASPHALT GUTTERS THAT HOLD MORE TliAN )' INCH DEEP OR 5 FEET LONQTUOINAU.Y. Of WATER, SHAU.
BE COMPl.ETEl.Y ROIOVED AND RECONSTRUCTED TO DRAIN PROPERLY.
9. PRIOR TO PLACEMENT Of H.8.P. OR CONCRETE WllHIN THE STREET ANO AFTER t.lOISTVRE/DENSITY TESTS HAVE BEEN TAKEN ON THE
SUBGRADE MATEQtAl (VIHEN A f\JU DEPTH SECTION IS PROPOSED) OR ON THE SUBGRAOE ANO BASE MATERIAL ('MiEN A COMPOSIT[
SECTION IS PROPOSED), A MECHANICAL 'PROOF" ROl.l" W.U. BE REOUIRED. lHE ENTIRE SUBCRAOE AND/OR BASE t.l ATCRIAL SHAU. BE
R0U.EO WITH A HEAVILY LOADED VEHICI..[ HAi.,NC A TO Al GVW OF NOT LESS THAN 50,000 LBS. ANO A SINGLE AXL£ ¥1UCHT Of' AT
LEAST 18,000 LBS. 'MTH PNEUt.lATIC TIRES INFU.T£0 TO NOT LESS THAT 90 P.SI.G. 'PROOF ~·"19#Q.ES SHALL NOT TRA!o'EL AT
SPEEDS GREATER THAN J M P.H. ANY POR'OON or THE SUBGRAOE OR BASE t.lAiERIAL 'M-tlCH EXHfflTS EXCESSIVE PUMPtNG OR
DEFORMATION, AS OETDNINED BY 'THE LOCAL ENTITY ENGINEER, SHAU BE REWORKED, REPlACEO OR OTHER'MSE MOOIFlED TO FORM A
SMOOTH. NON-YIEI...Oit.G SURFACE. THE LOCAL ENTITY EMllNEER SHALL BE NO,r:'!ED AT LEAST 2• HOURS PRIOR TO THE 'PROOF ROLL '
ALL 'PROOF ROI..LS"SHAl.l BE PERFCl™EO IN THE PRESENCE Of AH INSPECTOR.
STORM DRAINAGE NOTES
I. THE QTY Of FORT CO..UNS SHALL NOT BE RESPONSIBLE FOR THE MAINTrNANC£ OF STORM DRAINAGE FACILITIES LOCAlt:0 ON PR1VA1£
PROPERTY. MAINT[NANCE Of ONSIT[ DRAINAGE FACILITIES SHAU BE THE RESPONSIBILITY Of THE PROPERTY O'NNER(S).
STANDARD GRADING AND EROSION AND SEDIMENT
CONTROL CONSTRUCTION PLAN NOTES
1. Tl£ EROSION CONTROi. INSPECTOR MUST B£ NOnFlEO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS
SITE
2. THERE SHAU. BE NO EARTH-OISruRBING ACTII/ITY OOTSIOE: THE LIMITS OESIGNA1[0 ON lHE ACCEPTED Pt.ANS.
3. AU.. REQUIRED PERIM£TER SILT AND CONSlRUCTION fl'.NONG SHAU. 8£ INSTAU..EO PRIOR TO AHY LANO DISTIJRBING ACTll/lTY
(STOCKPILING, STRIPP,NG, GRADING, ETC). ALL OTHER REOU1REO EROSION CONlROl MEASURES SHALL BE INSTALLED Al TH(
APPROPRIATE Tll,,IE IN THE CONSTRUCTION SEOUENC£ AS lfll)ICA TEO IN THE APPRO\-m PRO..ECT SCHEDULE. CONSTRUCTION PLANS, AND
ERCSION CONTROL R[PORT
4. AT AU. TIMES Dl;RING CONSTRUCTION, THE 0£\,UQPER SHAU. BE RESPONSIBl.E FOR PREVENTING ANO CONTROLUNG ON-SITE EROSION
INCU.IOINC KEEPlt-!G THE PROPERTY sumOENTLY WATERED so AS TO l,ll>a,4IZ[ WNO Bl.OWN SEOIU£H . THE OEVEl.OPER SHAU. ALSO
BE RESPONSIBLE FOR l"'STAI.UNC AUD t.lA."ITAINING AU. EROSION CONTROi. FACIJTIES SHOWN HERON.
5. PRE-DISTURBANCE: VEGETATION SHALL 8E PROTECTED ANO RETAINED 'M-i£RE',£R POSSIBlE. REMOVAL OR DISTURBANCE OF EXISTING
VECETAllON SHAU. BE LIMITED TO TliE AREA(S) REQUtR£0 FOR IMMEDIATE CONSTRUCTION OPERATIONS, ANO FOR THE SHORTEST
PRACTICAL PERIOD Of TIME.
6. ALL SOILS EXPOSED DURING LANO DISl\JRBING ACTlv1TY (STRIPPING, CR.A.DING. UTILITY INSTALI.ATIONS, STOCKPIUNC, AWNG, ETC.)
SHALL BE KEPT IN A ROOGHENED CONDITION BY RIPPING OR DISKING ALOt~C LANO CONTOURS UNTIL MULCH, VEGETATION, OR OTHER
PERI.I.ANENT EROSION CONTROL BMPS ARE INSTALl..fO. NO SOILS IN AREAS OUTSIDE PRO.CCT STREET RIGHTS-OF-WAY SHALL REMAIN
EXPOSED BY LANO DISTURBING ACTIVITY FOR MORE Tli.A.tl THIRTY (lO) DAYS BEf"ORE REQUIRED TEMPORARY OR PCRMANENT EROSION
CONTROL (E.G. SEED/MULCH. LANDSCAPING, ETC.) IS INSTALilO, UNLESS OTHERWISE APPROvW BY THE LOCAL ENTITY.
7. IN ORDER TO M;h MIZE EROSION POTENTIAL. ALL TEMPORARY (STRUCTURAL) EROSION CONTROi. MEASURES SHAU.:
A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) 'MD:S ANO AFTER EACH SIGNlflCANT STORM EVENT ANO REPAIRED OR
RECONSTRUCTED AS NECESSARY IN ORDER TO ENS'URE WE CONTINUED PERFORMANCE c»' THEIR INTENDED FUNCTION.
8 REMAIN IN PLACE UNTIL ~ TM£ AS AU. THE SUR'«JUt,;OING OIST\JR8ED AREAS AR£ SUFTICIEHTL Y STABIUZCD AS OCTERMINED
BY THE EROSION CONTROl INSPECTOR.
C. BE REMOVED AFlER THE SITE HAS BEEN SUFTIO(HTLY STABUZID AS OElERMINEO BY TliE EROSION CONTROl INSPECTOR.
8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE RDIOVEO, THE OEVO.OP£R SHALL BE RESPONS&.E f'OR THE a.£.A.N UP A.ND
REMOVAL OF ALL SEDMENT ANO DEBRIS FROM AU. DRAINAGE INFRASTRUCTURE ANO OTHER PUBLIC FAOUTIES.
9. THE CONTRACTOR SHAU. Cl.EAN UP ANY IIAOVERTENT DEPOSITED MATERIAL IMMEOIAlEl.Y ANO MAKE SURE STREETS ARE FREE Of All
MATERIALS BY THE END OF EACH WORKING CAY.
10. ALL RETAINED SEDIMENTS, PARTICULARLY lHOSE ON PAVED ROADWAY SURf'ACES, SHALL 8£ REMOVED ANO DISPOSED Of' IN A MANNER
ANO LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES.
11. NO SOil STOCKPILE SHALL EXCEED TEN (10) f'EET IN HEIGHT. AU.. SOfl. STOCKPIL£S SHAU. BE PROTECTED FROM SEDIMENT TflANSPORT
BY SURFACE ROUGHENING, WATERING, ANO PERIMETER Sl.T F'£NClNG. ANY SOIL STOCKPl.£ REMAINING AFTER TiilRTY (30) DAYS SHAU.
BE SEEDED ANO MVLCH:EO.
12. lHE STORMWM[R VOLUME CAPACITY Of DETENTION PONDS 'NIU. BC RESTORED ANO STORM SE¥tER LINES WIU. BE ClLANED UPON
COMPLETlON OF THE PRO..ECT ANO BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOVtHERS ASSOCIATION
(HOA).
1J. ClfV ORDIN ANCE ANO COLORADO DISCHARGE PERMIT SYSTEM (COPS) REOUIREMENTS MAKE IT UNlA'oWI.JL TO DISCHARGE OR AU.OW THE
DISCHARGE OF ANY POU.UTANT OR CONTAM'NATEO W,A.T[R FROM CONSTRUCTION SITES. POUUTANTS INCWOE, BUT ARE NOT Lit.llTEO TO
DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, CKL ANO GAS PRODUCTS. UTT[R, ANO SANITARY WASTE. THE
DEVELOPER SHALL AT ALL TIMES TAKE VMATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAlt.lJENT AND DISPOSAL
OF POLLUTANTS 0N THE SITE IN ACCORD ANCE WITH ANY AND ALL APPLICABLE LOCAL STATE. ANO F'EDCRAl REGULATIONS.
14. A OESIGNA TEO AREA SHAU. 8E PROv10EO ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS
TO CONTAIN WASHOUl MATERIAL. AHO LOCATED AT L[AST rFTY {50) rEET AWAY FROM ANY WATERWAY DURING CClhSTRUCTION UPON
COMPLETION a-CONSTRUCTlOH ACTII/ITIES THE CONCRETE WASI-IOUT MATERIAL. WU. BE REMO\-m ANO PROPERlY DISPOSED Of PRIOR
TO Tr£ AREA BEING RESTORED.
15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFf' Of INOII/IOUAL LOTS. OP£ OR MORE Of THE FOi.LOWiNG SEDIMENT/EROSION CONTROL
BMPS SHAU. BE INSTALLED ANO MAINTAINED UNTIL THE LOTS ARE surnoENTLY STABILIZED, AS OETERt.llNED BY THE EROSKlN
CONlROL INSPECTOR, (WITHIN OTY LIMITS ONLY}.
A. BO.OW All GUTTER OO'M-ISPQUTS.
B OUT TO DRAINAGE SWALES.
C Ai.ONG LOT PERIME'TER.
D OTHER LOCATIONS, IF NEEDED.
16. CONDITIONS IN THE FIELD MA Y WARRANT EROSION CONlROI. MEASURES IN ADDITION TO ~AT IS SHO'M-J ON THESE PLANS. TliE
0£\'ELOPER SHALL IMPL£MENT WHATEYt:R MEASURES ARE DETERMINED NECESSARY. AS DIRECTED BY THE CITY/COUNTY.
17. A vEHIQ.f TRACKING CON TROL PAO SHAl.l BE INSTALLED Wli£N NEED€0 rOR CONSTRUCTION EOUtPMENT, INCWDING BUT NOT LIMITED
TO PERSONAL IJ[HIO.ES EXITING EXISTING ROADWAYS. NO EAR'TliEN MATERI ALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB
& GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCkPILES, STAGING AREAS, CONSTRUCTION MATERIALS. CONCRETE
WASHOUT AREAS. AND/OR BUILDING SITES.
SCA CONSTRUCTION NOTES -
1. GRADE AWAY FROM BUL04NGS AT A MINII.IUM 1°" SLOPE IN THE FIRST 10 F'EEl A~ LAI-,,OSCAPE AREAS AND AT A t.llNIIMJM 2% Sl(P[
IN THE f'1RST 10 FtET AT !MPERI/IOOS AREAS, EXCEPT AS NOT[O.
2. TOP Of' fOUNOATlON El.EVATlOH (OR BOTTOM OF' SIDtNG El.EVATION) SHALL 8£ SET A LEAST 0.5' ABOYt: THE PROPOSED GRADING AT
niE EXTERIOR Of THE FOU~A TION AT LANDSCAPE AREAS.
J. THE LOCATION Of THE ABO'lt: GROUND UTIUTIES SHOYIN HEREON ARE BASED ON THE TOPOGRAPt-lC SUR!o'EY B'f SCOTT, COX &
ASSOOATES, INC. ON 5/17 /10. THE LOCATIONS Of THE UNDERGROUND UTUTIES SHO\llt-4 HEREON ARE BASED ON SAID SURVEY ANO
INFORMATION PROI/IOEO SY OTHERS ('Milo-! I.IA Y INQ.UDE TliE UTILITY O\lit.lER OR UTILITY LOCATING SER._.,CES). SCOTT. COX &
ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY INFORMATION PRO...,OED BY On-tERS. SCOTT. COX & ASSOCIATES. INC.
RE COMM ENOS THAT THE LOCATION Qr TME UTILITIES BE FIELD VERiFiEO PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE SUB.£CT
PROPERTY.
,__ ELEVATIONS ON TliESE DRAWINGS ARE BASED ON CITY OF FORT COWNS BENQtMARK •24-94• (rORT COLLINS OAl\JM). FOUND
STANDARD F'ORT CCUJNS 2' ALUMINUM CAP ON TOP Of WEST ENO OF A CONCRETE HEADWALL LOC ATED AT n-tE NORTHEAST CORNER
OF EAST TRILBY ROAD ANO PCfl:TN,,.:R DRIVE. El.EVATION•4957.50.
5. IF REQUIRED, AU. APPUCABl[ CITY ANO/OR STATE PERMITS PERTAINING TO TI-IE DISCHARGE 0f GROUNDWATER MUST BE OBTA:NEO
PRIOR TO PREPARATION OF BUILDING PERMIT Pl.ANS.
6. All IRRIGATED SURFACES 'MllON 5.0' Of THE EXISTING BUILOINC FOUNDATION SHAU. BE REMOVED ANO REPI.AC[O 'MTH
NON-IRRIGATED MATERIALS PER DETAIL ON SHEET C4.02.
7. EXTENO ALL ROOF DRAIN OOYittsPOUT LEADERS PAST lHE LANDSCAPE EOONG ANO NSTAU.. CONCR£1E SPLASH BLOCK PER OETAIL ON
SHEET C4.02.
8. AU. EXISTING AIR CONDITlONING UNITS ANO PADS ARE TO REMAIN. GRADE AROUND AU. EXISTIHG AIR CONDITlONING UNITS AND PADS
TAKING SPEOAL CARE TO MAINTAIN PAD STABILITY.
9. RELOCATE ALL IRRIGATION SYSTEM COMPONENTS REMO!o'EO F'ROM 'MTHIN 5.0' or Tl-£ BUILDING FOUNDATION. CAP ALL DRIP ue AS
NECESSARY ANO INSTALL NEW IRRIGATION COMPONENTS AS REOUIR::O TO FAOUTATE TliE RE'IISEO LANDSCAPING AR0UNO THE
Bt.U>NG.
10. IN AU. AREAS 'M-IERE THE EXIST\NG GRASS IS DtSTURDEO DUE TO CONSTRVCTKlN AC"'IV1TIES. CONTRACTOR SHAU. REPLACE DAMAGED
SOD UPON COMPLETlON OF GRADING ACTIWOCS. REFER TO EROSION ANO SEDIMENT CONTROL NOTES F'OR REVEGETA TION
REOUIREWENTS.
11 . AU. EXISTING TREES N-Cl SHRUBS THAT ARE REMO!o'EO TO FAOUTATE CONSTRUCTION SHALL BE TRANSPLANTED OR REPLACED 'M'Tli
THE SAME OR SIMILAR TREES OR SHRUBS. AU. CHANGES TO TliE EXITING LANDSCAPING SHAU. BE JJ'PR0\1£0 BY TliE O\th-.ER PRtOR
TO INSTALLATION. CONTRACTOR SHALL INVENTOR Y EXISTING Pl.ANTS ANO TREES PRIOR TO lHC START Of CONSTRUCTION.
12. CARE SHALL OC TAKEN TO PROTECT THE TREE ROOTS OF ALL EXISTING TREES THAT ARE TO REMAIN . !N THE EVENT THAT GRADING
ACTl...,TlES REQUIRE niE REMOVAL Of A TREE, EVERY EFFORT SHAU. BE MADE TO TRANSPLANT THE TREE AFTER COMPLETION Of
CONSTRVC'OON. Ir niE TREE CAN NOT BE SAVED, THEN A MIN!MUt.l J" CALIPER TREE OF THE SAME SPECIES SHAU. BE INSTALLED.
13. All UTILITY PEDESTALS THAT ARE AFFEClED BY THE PROPOSc.-0 GRADING SHALL BE AO.AJSTEO AS NECESSARY PER THE CITY Of' FORT
COL!JNS UTILITY STANDARDS. THE LOCAL ENTITY SHAU. BE NOTIFIED PRIOR TO CQt.lMENCCMENT Of' ANY WORK ON SAID UT1UT1£S.
14. AU. EXISTING SUMP PUMP DtSCHARCE PIPES ~All BE EXTENOED A MINIMUM 5.0' FROM THE BUILDING FOUt.OATION. DISOiARGE AU.
PIPES PAST THE LANDSCAPE EDGING.
15. HOU'tS or WORK SHAU. BE MONDAY -FRfOAY 7AM TO 5PM. NO 'MJRt< SHALL BE PERFORMED ON 'NEEKENOS WITHOUT ¥R1TTEN
AUTHCRIZA TION.
16. CONTRACTOR SHALL ENSURE THAT RESIDENTS HAVE CONTt-lUOOS ACCESS TO THE INDIVIDUAL BU1LOING UNITS. APPROPRIATE SIGN.A.CE
ANO TEMPORARY WAl.KWA YS SHAU. BE PROV10EO FOR UNIT ACCESS THROUGH DISTURBED AREAS. CONTRACTOR SHAU. SCHEDULE ANO
COOROINA TE Wl'Tli lHE HOA If ACC£SS TO UNJTS 11\JST BE INTERRUPTED.
17. TEMPORAR Y f"ENCING, WAU(WAYS. ANO SICNAGE SHALL BE PRO'IIIOEO THROUGH ANO AROU'«J DISTURBED AREAS.
18. THtS ORA'MNC IS BASED ON A rn!l SURYt:Y COIJPl.ETEO BY SCOTT, COX & ASSOCIATES, INC COMPlETEO ..IJNE 10, 2010.
19. AERIAL PHOTOGRAMMETRIC ANO TOPOGRAPHIC SUR!o'EY ARE PRO._.,DED BY INTR~. INC. PRO..ECT NUMB£R 10020. DATE Of
PHOTOGRAPHY: MAY 115, 2010.
20. THE COORDINATE BASIS IS AS FOU.OWS: HELD CITY OF F'ORT c~s GROUND t.l....s-ER COORDIN ATES PONT '581 AT THE NORTH 1/4
CORNER OF SECltON IJ AHO ROTATED SURYt:Y PER THE BASIS Of BEARINGS AS 0£SCRB€0.
21. CONTRACTCII: SHALL Yt:RtFY All HORIZONTAL AND VERTICAL CONTROL IN ORDER TO ENSURE THAT THE 1MPRO'v01ENTS ARE
CONSTRUCTED TO MATO! EXISTING IMPROvtMENTS.
RECORD DRAWING
This record drawing hos been prepared, in port. based upon information furnished by
others. While this Information is believed to be reliab le, SCOTT, COX, &: ASSOCIATES. INC .
cannot be assured of its accuracy, and thus is not respons ible for the accuracy of this
record draw ing or for any errors or omissions which may hove been incorporated in to it
as o result. Those relying on this record document ore advised to obtoin independent
verification of its accuracy before applying it tor ony purpose. SCOTT, COX &
ASSOCIA C.
11 /23/10
Dote
GENERAL NOTES
PROVINCETOWNE P.U.D. FILING NO. 2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
■TAUCTUAAL DRAINAGE DRAFTING
1 46 BAA ■CIUIIY PL.ACI:, LDVCLAND , COLORADO 80537
nU:P,HDNI: 970-278· 1 909
rrr SCOTT, COX & ASSOCIATES, INC. ) consulting engineers surveyors
1530 55th Street Boulder, Colorodo 80JOJ
(303) 4« -J0,1
Destgnedby~ Dote Sc~, )1Drowin9 no. ShHl
JAS 07/16/10 AS NOTED 10215B2-C l C1.02
Drown by Re-Allon 0..C,.intlon I Oat, Project no
Checl<•O b)' DPA I ISSUED FOR CONSTRUCTION 06/27 10 102156
2 '5-BULT I 11 231,0
♦
104
A
...._ __ _
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MATCH LINE SEE SHEET C3.03
-·-··-·-·
<l.95.9 -
N
0 .,;
0
NOTE:
KEYED NOTES 0
I. PROPOSED SWALE. CONSTRUCT AT SlOPE SHO'Mi.
2. EXISTING TREE TO REMAIN. PROTECT TME ROOT SYSTDA USING TREE Yt£U..
IF NECESSARY.
J. 12• SIOEWAU< OiASE.
•· 12· CURB CUT.
5. EXISTING CONCRETE SIDEWALK TO REMAIN.
6. REMOVE EX1S11NG LANDSCAPING AND REGRADE TO ELEVATIONS ~O Sl..OPES
SH0 ',1,N. INSTALL DOY.tlSPOUT LEADERS ANO CONCRETE SPLASH BLOCKS AT
All ROOf' OO~SPOUTS. SEE OET,t.lLS.
7. EXISTING CURB AND GUTTER TO REMAIN.
e. EXISTING CONCRETE PATIO TO REMAIN.
9. EXISTING SUMP PUMP DISCHARGE: TO REMAIN. EXT£ND EXISTING DISCH ARGE
PfPE PAST LANDSCAPE EDGING.
10. REMOVE ANO REPlACE EXISTING CONCRETE SIDEWAUC TO MATCH EXISTING
GRADES.
11. REMO\ot ANO REPl.ACE EXISTING CONCRETE PATIO TO MATCH EXISTING SIZE
ANO LOCATION. MAINTAIN MAXIMUM 2X CROSS SLOPE AWAY FROM BUILDING.
~ ALL SIDEWAU< CHASES AND CURB CUTS HAVE BEEN REMOVED FROM CITY
"' OF FORT COLLINS RIGHT-OF-WA Y PER CITY'S REQUEST.
z
:::J
:,: RECORD DRA~NG
~
"'
Th is rec ord drawing hos been prepared. in port. based upon in formation
furni shed b y others . Wh~e th is in formation is believed t o be reliable,
SCOTT, COX, &: ASSOCIATES, INC. con not be assured of its accu ra cy, and
t hu s is not responsible fOf" t he accura cy of t h is record drawing or for
any errors or om issions wh ich may hove been incorp orated into it as o
resul t. Th ose relying on this re cord document ore advised to obtain
independent ificotion of its occurocy before appl ying it for any
purpose. , COX SSOCI A TES, INC .
By 11 /23/10
Dote
Sca le : l'' 10'
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING , LLC
l!!ITRU CTUR A L DRAIN A GE OA A FTI N D
1 4 6 BAJU!IE IUIY PLACE , LOVltLAN O , C OLORA DO 80 537
Tl:I.C,.010 Nt: 970·27 ■• 1909
Lr SCOTT, COX & ASSOCIATES, INC.
Designed by ~
Drown by JAS
Cheeked by ~
consulting engineers su r veyor s
1"° 55th SlrNl • Boulder, Colcrodo 80JOJ
(JOJ) «4 -3051
Dote Sc•• Oro-.ing no.
07 /16 /10 1"=1 0' 102 15B2-C3
RevlsiOl"I Oe:ter t ion Oot,
1 l5SlJED FOR COOSlRUC'OOM 08 27 10
2 AS-BUlll 11 23 10
Sheet
C3.01
Project no.
102156
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'1
i KEYED NOTES 0
1. REMO\'E ANO REPLACE EXISTING 6° vERTICAL CURB AND CUTTER AT
GRADES SHOWN.
2. MATCH EXISllNG GRADES AT EDGE OF PROPOSED CURB ANO GUTTER.
3. REMO'¥{ ANO REPLACE EXISTING ASPHALT AT GRADES SHOv.N.
4. SAY«:UT ANO MATCH EXISTING GRADES ALONG EDGE Of" PROPOS£D
ASPHALT.
5. 12" SIDEWALK CH-'SE.
6. EXISTING CONCRETE SIDEWALK TO REMAIN .
7. 12" CURB CUT.
8. DISTING TREE TO REMAIN. PROTECT TREE ROOT SYSTEM 'M Tti TREE WEU.
l If' NECESSARY.
9. REPLACE EXISTING CONCRE1E SIDEWALK AT GRADES SHOWN. MATCH
EXISTING GRADES ALONG EDGES OF EXISTING SIOEWAU< THAT IS TO REMAIN .
EXISTING CURB AND GUTTER TO REMAIN.
11 . EXISTING ROAININC WALL TO REMAIN.
EXISTING DISCHARGE
. REMOVE EXISTING LANDSCAPING AND REGRADE TO El£VATIONS AHO SL.OPES
SHO'ffl. INSTALL DOVtNSPOUT LEADERS AHO CONCRETE SPLASH BLOCKS AT
All ROOF' DOYINSPOVTS. SE£ DETAILS.
. MATCH EXISTING GRADE ALONG EDGE OF EXISTING CONCRETE PAN.
. REMOVE ANO REPLACE EXISTING 5' CONCRETE PAN AT GRACES SHOv.,.1.
EXISTING RETAINING WALL TO REMAIN. AO.lJST TOP OF WALL El.£VAT10NS
AS NECESSARY TO MEET SLOPE REQUIREMENTS.
1& DISTlNG HANDICAP RAMP TO REMAIN.
REMOVE EXISTING ASPHALT ANO REPLACE 'MTH 10~ RElNF'ORC£0 CONCRETE
SLAB.
20. REMOVE ANO REPLACE EXISTING HANDICAP RAMP IF NECESSARY TO
F'ACUTATE CHANGE IN GRADE.
21. RESTRPE PARKING AREA TO MATCH £>OSTING.
22 FlVSH CURB AT TRASH EHQ.OSURE.
23. REMOVE ANO REPLACE EXISTING CONCRETE SIDEWAU( ANO STEPS FROM
S10£WALK TO PATIO TO MATCH EXISTING CR.A.DES. SE£ OEl-"L SHEET C-4-.02.
I ~\ / I ::ESIDEWALK CHASES AND CURB CUTS HAVE BEEN REMOVED FROM aTY
I OF FORT COLUNS RIGHT-OF-WAY PER CITY'S REQUEST.
I Ii I :,~:.~::Ad::w~ng hos been prepared, in port. based up<M1 "1formotion
i I ~
1
. X/ '9Sf.7
1
I , furnished by others. Wh~e this information is believed t o be rel iable, SCOTT,
COX, & ASSOCIATES. INC. cannot be assured of its accuracy. and thus is
not respon sible fOf t he accuracy of t his record drawing er for any errors or
I omissions which may hove been incorporated into it os o result. Those
I ~ I relying on t his record docu ment ore advised t o obta in independent ~I I verificotion s occurocy before applying it for any purpose. SCOTT. COX &
I I I ASSOCIA C.
~ I I ~ I By )J/23/10
t I i 11
Dote
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\ \ \\
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Sca l e: 1'' 10·
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS , COLORADO
ADVANCED
ENGINEERING , LLC
STRU CTURAL ORAINAG!: ORAF"'TING
146 BAfUU:RRY P L.AC!:, LDV£LANO , C OLORADO 80 537
SCOTT, COX & ASSOCIATES, INC.
consu lting eng ineers surveyor s
1530 55th Street • Bouldef', Colo,000 e0JOJ
(JOJ) «-1 -3051
~"9ned by ~ Dote Sc"• 0fowin9 no. ShH I
Drown by ~ 07/16/10 1·=10· 1021582-C3 C3.02
Re\'islon Oescr tic,, Cote Project no.
Checked b y ~ t ISSUED F'0ff CONSTitUCTION OB 27 10 102158 2 AS-BUILT 11 23 10
~
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MATCH LINE SEE SHEET CJ.05
MATCH LINE SEE SHEET CJ.02
j 1 \
\ J_ '.. \. ~ ~ ~
~ss ss--s'::-,.--ss --ss7-\ss --s
\
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\
KEYED NOTES 0
1. PRCPOSED SWALE. CONSTRUCT AT SLOPE SHO'NN.
2 EXISTING TREE TO REMAIN. PROTECT TRE! ROOT SYSIDA USINC TREE 'flEll
If NECESSARY.
l . >>'-<>0£W_,..._(o<)
4. 12· CURB CUT.
5. DUSTING CONCRETE SIDEWALK TO REMAIN .
6. REMOVE EXISTING LANDSCAPING ANO REGRADE: TO El£VATIONS ANO SL.OPES
SHQ-.,.., INSTALL DOWNSPOOT LEADERS ANO CONCRETE SPLASH 81.0CKS ,U
ALL ROOf OO'+'tNSPOUTS. SEE DETAllS.
NOTE:
7. EXISllNG CVRS AND GUTTER TO REMAIN.
CROSSPAN. MATCH EXISTING GRADES AT EOCES or
REPLACE EXISTING CURB ANO GUTTER AT GRADES SHQv.,.i .
AND REPLACE EXISTING ASPHALT PAVEMENT AT GRADES SHO\liN.
a• P\IC CULVERT AT 2,C SlOPE WITl,! CONCRElE CCl.l.AR.
VE ANO REPLACE EXISTING SIDEWALK TO MATOt EXISTING GRADES AS
CESSARY.
20. RESTRIPE PARKING AREA TO MATOt EXISn-lC.
21 . REM0'¥t EXISTING ASPHALT AND RE?t.ACE 'MTH l (r llilCK RONFORCED
CONCRElE PAVEMENT.
22. AAOPosm ,· ea.~eREl£ r ... , .. ~ 'J)i.,,.....J s,....,, ... 4.l. 10 ~ lf-
23 _ REMOVE AND REPLACE EXISTING CONCRETE PAllO TO MATCH EXISTING SIZE
ANO LOCATION. MAINTAIN MAXIMUM 2" CROSS SLOPE AWAY FROM Butl.OIHG.
24. REMO~ ANO REPLACE EXISTING CONCRETE SIDEWALK ANO STEPS FRQ.I
SIDEWALK TO PATIO TO MATCH £XISMG GRADES. SEE DETAIL SHEET C4.02.
ALL SIDEWALK CHASES ANO CURB CUTS HAVE BEEN RE~OVEO FROM CITY
OF FORT COWNS RIGHT-OF-WAY PER CITY'S REQUEST.
RECORD DRA'MNG
This r ecord drawing hos been prepared, in port , based upon in formation
furnished by others. Yhiile this information is believed to be relioble,
SCOTT, COX, & ASSOCIATES, INC. cannot be assured of its occurocy, and
thus is not responsible for the accuracy of this recor d drawing or for any
errors or omissions which may hove been incorporoted into it as a result.
Those relying on t his record docum ent ore advised to obtoin independent
verification ·ts occurocy before applying it for any purpose. SCOTT, COX
& ASSOC • INC.
]) /23/10
Date
Scale : 1"
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING N0.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
STRUCTURAL ORA I NAG I!: OR.AFTING
I 46 BARBERRY PL ... CE, LOVEL ... ND, CDLDR•DD 80537
TCLC,OHON C 97D·Z78•1909
Lr SCOTT, COX & ASSOCIATES, INC.
consulting engineers • surveyor s
15.30 5:Hh StrMt • Boulder, Colorodo 80303
(JOJ) 444 -J051
OesicJned by ~ Dote Seal, Drewing no. "'"'
Drown by ~ 07/16/10 1·-10· \02 1582-C3 C3.03
Revision Descr· lion Dote Project no.
Checked by~ 1 ISSUED FOR CONS T'RtJCTlON 08 27 10 102158 2 AS-BUll.T 11 2J 10
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...
MATCH LINE SEE SHEET C3.06
NOT£,
KEYED NOTES CD
I . PROPOSED SWALE. CONSTRUCT AT SLOPE SHO'M-1.
2. EXISTING TREE TO REMAIN. PROlECT TREE ROOT SYSTEM USING TREE WEU.
If" NECESSARY.
3. 12• SIDEWM..K CHASE.
4. 1 r CURB CUT.
5. EXISTING CONCRETE SIOEWAU( TO REMAIN.
6. REMOVE EXISTING LANDSCAPING ANO REGRADE TO El..EVAllONS ,t,NO SLOPES
SHOWN. INST ALL OO~SPOUT LEADERS ANO CONCRETE SPLASH BlOCKS AT
All ROOF DO'MIISPOUTS. SEE DETAILS.
7. EXISTING CURB AND GUTTER TO REMAIN.
EXISTING CONCRETE PATIO TO REMAIN.
9. EXISTING SUMP PH DISCHARGE TO REMAIN. EXl[NQ EXISTING OISOtARGE
PIPE PAST LANDSCAPE EDGING.
10. REMOVE ANO REPLACE EXISTING s· VERTICAL CURB ANO GUTTER AT
GR ADES SHOWN.
11 . MATCH EXISTlNG GRADES AT EOCE OF PROPOS£D CURB ANO GUTTER.
12. SAWCUT ANO REMO\/E EXISTING ASPHA.LT. REPLACE 'MlH 10• THICK
CONCRETE PAD. MATCH GRADES ALONG EDGE or EXISTING
ASPHALT.
13. REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT AT GR,t,()£5 SHO'M-1.
MATCH EXISTING GRADES ALONG EDGES Of EXISTING CONCRETt PANS ANO
EXISTING ASPHALT.
14. EXISTING 4,0' CONCR£TE DRAINAGE PAN TO REMAIN.
15. EXISTING HANDICAP RAMP TO REMAIN.
Hi. REMO'¥{ ANO REPLACE EXISTING HANOICAP RAMP TO MATCH EXISllNC.
17. REMOVE ANO REPLACE EXISTING SIOEWAU< AT GRADES SHO'MII.
18. EXISTING RETAINING WAU. TO REMAIN. AO..UST TOf' OF WAU. El.lVATIOHS
AS NECESSARY TO MEET THE SlOPE RE001REMENTS.
19. EXJSTING CONCRElt DRIVE ENTRANCE TO REMAIN.
20. EXISTING CONCRETE CROSSPAN TO REMAIN.
21. FLUSH CURB AT TRASH ENCLOSURE.
22. RDIOVE AND REPLACE EXISTING CONCRETE SOEWAUC ANO STEPS rROM
SIDEWALK TO PATIO TO MATOt EXISTING GRADES. SEE DETAIL SHEET C4.02.
23. MUD JACK EXlSTING CONCRETE STAIR FLUSH 'MTH EXISTING CONCRETE
SIOEWALI(. t.lAINTAIN MAXIMUM 2.0,; CROSS SlOPE IN SIOEWAU< ANO STA.IR
TOWAROS THE STREET.
ALL SIDEWALK CHASES ANO CURB CUTS HAVE BEEN REMOVED FROM OTY
OF FORT COWNS RIGHT-OF-WAY PER OTY'S REOUEST.
RECORD DRAWING
This record drowing hos been prepared, in port. based upon in forma tion
furnished by oth ers. While this informotion is believed to be reliob te, SCOTT,
COX, & ASSOCIATES, INC. cannot be assured of its occurocy, and thus is not
responsi ble for t he accuracy of this record drawing or for ony errors or
om issions which may hove been incorporated into it as a result. Those relying
on this r ecor ocument ore advised to obtain indep endent verification of it s
accuracy b o ,a plying it r any pur se. SCOTT, COX & ASSOCIATES, INC .
By 11 /23/10
Do te
Sca l e: 1'' 10·
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D . FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS , COLORADO
ADVANCED
ENGINEERING , LLC
STRUCT URAL. DRAINAGE DRAFTING
1 46 BAIUlll!'.RR Y PL.AC!!'., LOV£l.AND, CC L.DRA C O 60537
TC1.Cl"HONC 97C•37B· 19C 9
Lr SCOTT, COX & ASSOCIAlES, NC.
consulting engineers surveyors
1530 55th Street • Boulder, eo.Ot'odO 80J03
(.503) 444 -30:51
Oetfgne<I by ~ Dote Scale Drawing no. Shnl
JAS 07 /16/1 0 1·-1 0• 10215B2-C3 C3.04
Drown by -~jRt,:i~,~;,n~~~===~o.;;;,o,~·;;;,;;;,,,.;::::~~=::;ll<>~t~, =~-1--=P,:.:oj,<=l '-,0'-I_
Checked by ~ ~ :.-::t CONSTRUCTION ~~ ;; 1
1~ 102156
)
-20
@
\
I
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I
I
I
MATCH LINE SEE SH EET CJ .07
KEYED NOTES 0
1. PROPOSED SWALE. CONSTRUCT AT SLOPE SHO'M,1.
2. EXISTING TREE TO REMAIN . PROTECT TREE ROOT SYSTE1,1 USING TREE v.El.l
IF' NECESSARY.
,. ___.._ e· P,pt,::;:;_,~ ~~ ;t;\:~ IZ.
4. 12· CURB CUT. ~ S S,oe ~ Zo-
5· EXISTING CONCRElE SIDEWAU( TO REMAIN.
6. REMOVE EXISTING LANDSCAPING ANO REGRADE TO ElEVATlONS ANO SLOPES
SHO'M-1. INSTALL DOYINSPOUT LEADERS AND CONCRETE SPl.ASH BLOCKS AT
ALL ROOf 00\lfllSPOUTS. SEE DETAILS.
7. EXISTING CURB ANO GUTTER TO REMAIN.
6. EXISTING CONCRETE PATIO TO REMAIN.
9. EXISTING SUMP PIT DISCHARGE TO REMAIN. EXTEND EXISTING DISCHARGE
PIPE PAST LANDSCAPE EDGING.
10. MUD JACK EXISTING CONCRETE STAIR FLUSH WITH EXISTING CONCRETE
SlOCWAL.K. MAINTAIN MAXIMUM 2.0X CROSS SLOPE IN SIDEWALK ANO ST-'JR
TOWARDS THE STREET.
11 . EXISTING RETAINING WALL TO REMAIN. ADJUST TOP Of WALL ELEVATIONS
AS REQUIRED TO MEET MINIMUM SlOPE REQUIREMENT.
12. EXISTING HANDICAP RAMP TO REMAIN.
13. Tl·IIS NOTE HAS BE£N REMO\JED.
14. REM0'-1:: ANO REPL.Act EXISTING CONCRETE SIDEWALK. REPLACE ExlSTING
WALK 'MTH TlitCKENED EDGE TO ALLOW DRAINAGE "THROUGH PROPOSED 12•
SIDE:WALK CH ASE. tNSTAU. STEEL COVER OV'ER PROPOSED CHASE.
15. EXISTING CONCRffi OR1V'E ENTRANCE TO REMAIN.
16. REMO\/£ ANO REPLACE EXISTING CONCRETE PATIO TO MATCH EXISTINC SIZE
ANO LOC ATION. MAINTAIN MAXIMUM 2% CROSS SLOPE AWAY FROM BUILDING.
17. REMOVE ANO REPLACE EXISTING CONCRETE SIDEWALi( ANO STEPS FROM
StOEWAU< TO PATIO TO MATCH EXISTING GRADES. SEE DETAIL SHEET C4.02.
18. REMO\/£ ANO REPlACE EXISTING f'ENC[ TO FAOUTAl!: GRADING.
19. MUD JACK EXISTNG CONCRETE PATIO TO MATCH ORIGINAL CONOITIOH.
MAJNTAI-I MAXIMUM 2X CROSS SlOFE AWAY FROM BUILDING.
SIOEWALI< CHASES ANO CURB CUTS HAVE BEEN REMOVED FROM CITY
FORT COWNS RIGHT-Of-WAY PER aTYs REQU EST.
hos been pr epared, in port, based upon information
. Wh ile th is information is believed to be r eliable,
OCIA TES, INC. cannot be assu red of its accuracy, and
ible for the accuracy of t his r ecord drawing 0f for any
hich may hove been incorpora t ed in to it as o resul t.
ocument ore odvised to obtain independen t
plying it for an y purpose. SCOTT, COX
1] /23/10
Dote
Sca le : 1'' 10'
20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING N0.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEER I NG, LLC
STRUCTURAL ORA/NAG!: DR A FTING
l 46 BAR l!ll!:ARY P L.AC !:, LCVl!:L.ANO . COLOR A CD B0537
Tl:LC:l"HCIHI: 9 7 C •a 7 &·1 90 9
Lr SCOTT, COX & ASSOCIATES, NC.
Designed by ~
Cxown by ~
Checked by ~
consulting engineers su r veyor s
1530 55th Street • Bould«. ColorOOO 80300
(JOJ ) 4--44 -3051
Dot, Scd, Drowing no.
07/16/10 1"=10' 1021582-C3
R~alon Oesc • tion Dot e
ISSJED FOR CONSTRUCTION OB 27 10
AS-IIULT 11 23 10
Sheet
C3.05
Pro,lec:t no.
102 156
~~-'IEI)
81.IIUNNGttl ~
8
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l.V2
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\ ~ /
----------
i
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ii \\ i ~
§
~
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!: MATCH LINE SEE SHEET C3.08
~
KEYED NOiES 0
1. PROPOSCO SWALL CONSTRUCT AT SLOPE SHO\lfll.
2. EXISllNG TREE TO REMAIN. PROTECT TREE ROOT SY!iTEM USING TREE 'Ml.L
IF NECESSARY.
l . 12-Sl0£WAU< CHASE.
4, 12• CURB CUT.
VE EXISTING LANDSCAPING ANO REGRADE TO ELEVATIONS AND SLOPES
OYIN. INSTALL DOWNSPOUT LEADERS ANO CONCRElE SPLASH BLOCKS AT
ALL ROOF OO'liNSPOUTS. SEE DETAILS.
7. EXtSTlNG CURS AND GUTTER TO REMAIN.
8. EXISTING CONCRETE PA TIO TO REMAIN.
9. EXISTING SUMP PIT DISCHARGE TO REMAIN. EXTEND EXISTING DISCHARGE
PIPE PAST LANDSCAPE EDGING.
REMO\'£ ANO REPLACE EXISTING 6--..UTICAL CURB ANO GUTTER Al
GRADES SHO~-
ll . MATOt EXISTING GRADES AT EDGE Of PROPOSED CURB ANO GUTTER.
12. SAWCUT AND REMOVE EXlSllNG ASPHALT. REPl.AC[ WITH 10• THIOC
REINFORCED CONCRETE PAO. MATCH GRADES ALONG EDGE Of OOSTING
,'.SPHALT.
13. REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT TO TRANSITION fllOM
NEW CONCRETE CURB ANO CUTTER TO ElOSTING ASPHALT GRADES.
14, REMO\IE ANO REPLACE CONCRElE DUMPSTER PAD AS NECESSARY TO
FAOUTATE INSTAU.ATION Of NEW CURB "ND GUTTER.
15. REMO\IE ANO REPLACE EXISTING CONCRETE SIDEWALK AT GRADES $HOV,,,.
WA TC>I EXISTING GRADES ALONG EDGE Of PROPOSED SIDEWALK.
16. EXISTING WOOD OEO< TO REMAIN.
17. 8" PVC CULVERT AT 2.0:t SLOPE. REMOVE ANO REPI.ACE EXISTING
SIO£WAU< TO MATO-I EXISTING GRADE'S.
18.. EXlSTIHG HANDICAP RAMP TO REMAIN.
19. EXISTING RETAINING WALL TO REMAIN. AO..UST TOP Of WALL ELEVATIONS
AS NECESSARY TO MEET SLOPE REQUIREMENTS.
20. s· PVC CULVERT AT 2.0% 'MTH CONCRETE COLLARS. REMOVE AND REPLACE
EXISTING SIO(WAU< TO MATCH EXlSTING GRADES.
21. GRAD£ EXISTING PLAYGROUND SURFACE TO PROPOS[[) CVL\£RT.
22. EXISTING SIO£WAU< OfASE TO REMAIN.
23. FLUSH CURB AT TRASH ENCLOSURE
24. REMOVE AND REPLACE EXISTING CONCRETE PATIO TO MATCH EXISTING SIZE
ANO LOC:ATIOH. MAINTAIN MAXIMUM ~ CROSS SLOP£ AWAY FROM BUI..OING.
2S. REMOVE ANO REPLACE EXISTING CONCRETE SIOEWAUC ANO STEPS FROM
SIDEWALK TO PATIO TO MATCH OOSTING GRADES. SEE DETAIL SHEET C•.02
RECORO DRA'MNG
This record drawing hos been prepared, in port, bosed upon information
fumished by others. 'Miile this information is believed to be reliob le, SCOTT,
COX, & ASSOCIATES, INC. connot be assured of its accura cy, ond thus is not
r esponsible for the accuracy of this record drawing or for any errors or
omissions which may hove been incorporated into it as a result. Those
relying on this record document ore advised to obtain independent verification
of its occuroc fore oppl • g it for any purpose. SCOTT, COX &
ASSOCIATE
11 /23/10
Dole
Scale : 1'' 10·
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING , LLC
STRUCTURAL ORAINAGC ORAF'TING
1 46 BAAD l!:AA Y P LACII!:. LOVCL A NO , C □LOAA OO 80537
Tl:I.C~HDNC 970·:Z78· 1 9 0 9
Lr SCOTT, COX & ASSOCIATES, INC.
consul ting eng ineers su rveyo rs
15JO 55th Street • BCNJdet'. Colorodo 80J03
(JOJ) '" -J051
Designed by~ Ooh Scale Dr-<rwin9 no. Sheet
JAS 07/16/10 1"-10· 102 1582-C3 C3.06 Drown Oy Revblon O.scr· lion Oat, Pro}lcl no.
Checked by~ 1 ISSUED FOR CONSTIIUC~ 08 27 0 102158
2 A$-l!UI.T 11 2J 0
' X
X-f.97J.S
, Ir
,.\ I
./97J.7
X
~
' ' '
0
x -197J.9
0 '
\
\
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I
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\
\
\
\
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0
\
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,,'
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I
I . 7 _,.
I
I
,i l t
I
\ /
j /
\_ I
I •
MATCH LINE SEE SHEET C3.09
0
,_
KEYED NOTES 0
1. PROPOSED SWALE. CONSTRUCT AT SLOPE SHO'M-1.
2. EXISTING TR€E TO REMAIN . PROTECT lREE ROOT SYSTEM USING TREE WUl
If' NECESSARY.
J . 12• Sl0£WAU< a-lASE.
4. 12· CURB CUT.
5. EXISTING CONCRETE SlOEWALK TO REM AIN.
6. REMOVE EXISTING LANDSCAPING ANO REGRADE TO o..E\IATIOOS AND Sl.OPES
$HO~. INST ALL DO~SPOUT LEADERS ANO CONCRETE SPl.ASH BLOCKS AT
All ROOf OO~SPOUTS. SEE DETAILS.
7. EXISTING CURB AND GUTTrR TO REMAIN.
8. EXISTING CONCRETE PATIO TO REMAIN.
9. REMO\'£ ANO REPLAC£ EXISTING FENCE AS NECESSARY TO FACILITATE
GRADING.
10. EXISTING RETAINING WAU. TO REM AIN. AOJJST TOP OF' WALL EL£VATIONS
AS NECESSARY TO MEET SLOPE REQUIREMENTS.
11 . MUD JACK EXISTING CONCRETE PATIO TO MATCH ORIGINAL CONDITION.
MAINTAIN MAXIMUM 2% CROSS St.OPE AWAY FROM BUILDING.
"" RECORD DRAV.,NG ~ This recor d drawing hos been prepared, in por t , ba sed upon in formation ~ furn ish ed by others . Wh il e t h is information is believed to be reliable,
SCOTT, COX, & ASSOCIATES, INC . cannot be ossured of its accuracy, ond
~ thus is not respon sible for t he accur acy of t h is re cord draw ing or for
::J any errors or omission s wh ich m oy hove been incorp orat ed into it os o
resu lt. Those rel ying on this record docum ent ore advised t o obtain
independen t v rificotion o f its accurac y befor e applying it for an y pu rp ose.
SCOTT. C ASSOCIA INC.
11 /23/10
Dot e
Sc a le : 1'' 10·
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS , COLORADO
ADVANCED
ENGINEERING , LLC
STRUCTUR A L DR A IN.A.DE CRAFTING
1 4 6 B A RB E RRY P LACE , LOV EL AN O , C OLORA OO 8 0537
TCLll:PHDNE 9 70-2 7 B • 1 9 09
Lr SCOTT, COX & ASSOC1ATES, INC.
con sult ing engineer s su r veyors
1530 55th Street • Boulder. Cclorodo 80303
(303) 44-4 -3051
Designed by ~ Dot e "'~· Orowin9 no. Sheet
~ 07 /16/10 1"=1 0' 102158 2-CJ C3.07 Drown by Revision Oescr· t ion Dote Proje-ct no.
Checked by ~ 1 ISSUED FOR CONSTJI\ICllON 08 27 10 102158 2 AS-BULT 11 2.3 10
I
----I I
NOTT::
KEYED NOTES 0
I. PROPOSED SWAl.E. OOHSlRUCT AT SLOPE SHOWN.
2. EXISTlNG TREE TO REMAIN. PROTECT TREE ROOT SYSTEM USING TREE WELL
IF" NECESSARY.
J. 12· SIOEWAU< CHASE.
4. 12· CURB CUT.
5. EXISTING CONCRETE SIDEWALK TO REMAIN.
6. REMO'tt: EXISTING LANDSCAPING ANO REGRADE TO ELEVATIONS ANO SLOPES
SHO~. INSTAU. OOv.ttSPOUT U:ADERS ANO CONCRETE SPLASH BLOCKS AT
AU. ROOF OO'fll'NSPOUTS. SEE 0£TAJLS.
7. EXISTING CURB ANO GUT'Jffi TO REMAIN.
8. EXISffiG CONCRETE PATIO TO REMAIN.
9. EXISTING RITAINING WAU. TO REMAIN. AO.AJST TOP OF WALL EL£VAT10NS
AS NECESSARY TO MEET SLOflE REQUIREMENTS.
10. EXISTING CONCRETE ORtVE ENTRANCE TO REMAIN.
11. EXISTING HANDICAP RAMP TO REMAIN.
12. REMOIJE ANO REPU.C£ EXISTING t;• '¥tR11CAL CURB ANO GUTTER AT
CRAOES SHOWN.
13. REMOVE ANO REPlACE EXISTING ASPH ALT PAVEMENT ANO SAWCUT AT
GRAD£$ SHOWN. MATCH EXISTING GRA0£S ALONG EDGE Of EXISTING
ASPHALT PAvO.tOH TO REMAIN.
14.
ALL SIDEWALK CHASES AND ~ BEEN Rrno~o FROM CITY
o r FORT COW NS RIGHT-Of-WA Y PER CITYS REQUEST.
RECORD DRAWING
Th is record drawing hos been prepared , in port, based upon in formation
furnished by others. While this information is believed to be reliable . SCOTT,
COX, & ASSOCIATES, INC. cannot be assured of its accuracy, and t hus is
n ot responsible for th e accura cy of t h is record drawin g or for any errors or
omissions wh ich may hove been in corporated into it as o result. Those
relying on thi s record document ore advised to obtain independent
verifica tion of it s accuracy before applying it for ony purpose. SCOTT, COX &
ASSOCIA
11 /23/10
Dot e
Sca l e : 1" 10'
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING N0.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
STR UCTURAL OA ... INAGE: DR AFTING
I 46 BARBERRY PLACE, LD V£LAND, CCL.DRADC 80537
Tll:1.11: .. HONII: 970•378•1 909
SCOTT, COX & ASSOCIATES, NC.
consulting en gineers surveyors
I 5JO 55th Street • Boulder, CdOl"Odo 80303
(303) 4.t.4 -3051
Designed by ~ Dal, Sed• Of-awing no. Sheet
Orciwn by ~ 07 /1 6/10 1"=1 0' 1021582-CJ C3.08
Revision Dff<:r ti011 Dal, Prcij&c:t no.
Checked by ~ 1 ISSUED FOR C:OHSlRIJCTIOO oe 21 10 102156
2 "5-Bllll.T 11 23 10
.:.l1..L.
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MATCH LINE SEE SHEET C3.11
KEYED NOTES 0
1 PROPOSm SWM.L CONSTRUCT AT SLOPE ~-
2. EXlsnNG TR£E TO REMAIN. PROTECT TREE ROOT SYSTEM USING 1RE£ WEl.L
F NECESSAR'I'.
J. 12· SIDEWALK CHASE.
4, 12• CURB CUT.
5. EXISTING CONCRETE: Sl>£WAU< 10 REMAIN.
6. REMOVE EXISTING LANOSCAPtNG AND REGRADE TO ELEVATIONS ANO SL0P£S
SHOWN. INSTALL OOV!NSPOUT LEADERS ANO CONCRETE SPLASH BLOCKS ,t,f
All ROOF' QQ'M',ISPOIJTS. SEE 0£TAILS.
7. EXISTING OJRB AND GUTTER TO REMAIN
a. OOSllNG CONCRETE PATIO TO ROl.tJN.
9. DOSTlNC RETAINING WALL TO REMAJN. AO.A.IST TOP Of WAU. ELEVATIONS
"-S NEC.ESSARY TO MEET SLOPE REQUIREMENTS.
10. INSTAU. 4.0' CONCRETE PAN AT CRAOES SHOv.N. MATCH EXISTING GRAOE:S
.OE PAN UEETS EXISTING CURB AND GUTIIR.
11. OOSTINC HANDICAP RAMP TO REMAIN.
12. REMOVE ANO REPLACE EXISTING FENCE TO F"A.OUTATE CRJ.OINC.
13. REMOW: ANO REPLACE EXISTING CONCR(TE PATIO TO MATCH EXISTING SIZ[
ANO LOCATION. MAINTAIN MAXIMUM ll CROSS SLOPE AWAY FROM BUIUllNC.
RECORD DRAWING
N REMOVED FROM CITY
EOlJEST.
This record dra wing ha s been prepared, in port, ba sed upon in form ation
furnished by others. 'while this In formation Is believed to be reiioble,
SCOTT, COX, &: ASSOCJA TES, INC. con not be ossured of its occurocy,
and thus is not respons ible for the occurocy of this record drawing or
for any errors or omissions which moy hove been incorporated into 1t os
o result. Those relying on thi! record document ore advised to obtain
independent vedficotion of its accuracy before applying it for any
purpose. , COX &: SOCIA TE INC.
11 /23/10
Dote
Sca le : 1'' 10 '
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING , LLC
S T RUCTUR A L DRAI NAGE: ORA n l N G
1 4 6 BA A ■l'.A A Y P LAC IE, L DVl:LAN O. COLORADO 8 0 5 37
Tl:Ll:-Ot,,1C 9 70•2 7 8•1 9 0 9
fl SCOTT, COX & ASSOCIAlES, NC.
Designe<I by ~
Drown by ~
Checked by ~
consulting engineers surveyors
1"° 55th Strut • eou1oer. Colorndo &OJOJ
(JOJ) ..... -3051
Dot, Se"• Drowing no.
07/16/10 1·-10· 1021582-CJ
R1-.i1lon DHer lion Dot,
I ISSUED FOR CONSTRUCTION oe 21 10
' AS-BUI.T 11 2J 10
Sh,et
C3.09
Pro)ect no.
102 158
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KEYED NOTES 0
I . PROPOSED SWALE. CONSTRUCT AT SLOPE SHOY1t4.
2. EXISTINC TREE TO REM AIN. PROTECT TREE ROOT SYSTEM USINC TREE WEU.
lF NECESSARY.
J. 12• SIOEWALI< CHASE.
4. 12• OJRB OJT.
5. [XlSTlNC CONCRETE SIDEWALK TO REMAIN.
6. REMOVE EXISTING LANDSCAPING ANO REGRADE TO ELE VATIONS AND SLOPES
SHOVtt,1. INSTALL DOWNSPOUT LEADERS ANO CONCRETE SPLASH BLOCKS AT
AU. ROOF DOWNSPOUTS. SEE DETAILS.
7. EXISTING CURB ANO GUTTER TO REMAIN.
8. EXISTING CONCRETE PATIO TO REMAIN.
9. EXISTING RETAINING WALL TO R[M.IJN. ADJUST TOP Of" WAJ. ELEVATIONS
AS NECESSARY TO MEET SLOPE REQUIREMENTS.
10. EXISTING SIDEWALK CHASE TO REMAIN. CHASE TO BE EXCAVATED TO MEET
PROPOSED GRAOES.
11 . PRO'-'OE ROCK RETAINING WAU. AS NE'EOEO AROUND EXISTING WATER
METER.
12. REMOI/E AND REPLACE EXISTING CONCRElE SIDEWALi<. REPLACE EXISTING
WAIJ( WITH THICKENED EDGE TO ALLOW DRAINAGE THROUGH 12• SIDEWALK
CHASE. INSTALL STm COVER OVER PROPOSED CHASE.
13. EXISTING HANOtCAP RAMP TO REMAIN.
14-. INSTAU. 4.0' CONCRElE PAN. REMOVE ANO REPI.AC£ EXISTING ASPHALT
5.0' EACH SID£ OF PAN TO FACILITATE GRADE CHANGE.. MATCH EXISTING
GRADES 'M-IERE PAN MEETS EXISTING CURB ANO GUTTER .
. MUD JACK EXISTING CONCRETE PATIO TO WATCH ORIGINAL. CONOlllON.
MAINTAIN MAXIMUM 2" CROSS SLOPE AWAY FROM BUil.DiNG.
IOEWAL.K CHASES ANO CURB CUTS HAVE BEEN REM OVED FROM CHY
FORT COLLINS RIGHT-OF-WA Y PER CITY'S REQU EST
This r ecord draw in g hos been prepared , in part, based upon inform ation
furnished by others, While this informat ion is believed to be relia bl e,
SCOTT, COX, & ASSOCIATES, INC. cannot be assured of its accuracy, and
thus is not responsible for the accuracy of this record drawing or for
any errors or omissions which may hove been incorporated into it as a
result. Those relying on this r ecord document ore advised to obtain
independent ificotion of its accura cy before applying it for ony purpose.
SCOTT, C ASSOCIA , INC.
11123 /10
Date
Scale : 1'' 10'
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING , LLC
STRUCTURAL DRAINAGE. ORAF"TING
146 BARBERR Y PL.ACE, LDVEL.ANO , COLORADO 80537
Tl\,.CPMONI 'il70•378• I 'al09
rrr SCOTT, COX & ASSOCIATES, NC. l consulting en g ineers surveyors
1530 55th Street 80l.llder, Colorodo 80303
(JOJ) 44' -3051
Oesi911ed by ~ Doto Se•• IDrowing no. Shttl
Ot--own by JAS 07 /16 /10 1·-10· 1021582 C3 C3.10
Re-.islon Descr'-Uon Dote Project no.
Checked by OPA 1 ISSUED f"OR CONSTRUCTION 08127 10 102 158 2 A5-9Ull.T I 11 23110
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-------------~.980------~-+-------------------------\-/ __ u -----
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---------
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NOTE,
KEYED NOTES 0
1. PROPOSED SWALE. CONSTRUCT AT SLOPE SHOYM.
2. £)(!STING TREE TO REMAIN. PROTECT TREE ROOT SYSTEM USING TREE Yifl.L
IF' NECESSARY.
3. 12· SIOEWAUC CHASE.
4. 12· CURB CUT.
5. EXISTING CONCRElt: SIDEWALK TO REMAIN.
R£MO'vt: EXISTING LANDSCAPING ANO REGRAD€ TO El.£VAl10NS Afol> SLOPES
SHOWN. INSTAU. 00\llt-lSPOOT LEADERS ANO CONCRETE SPLASH BLOCKS AT
ALL ROOF DOWNSPOUTS. SEE OCTAA.S.
EXISTING CURB ANO CUTTER TO REMAIN.
EXISTING CONCRETE PATIO TO REMAIN.
EXISTING RETAINING WAU. TO REM AIN. AOJJST TOP Of WALL ELEVATIONS AS
REOUlRm TO MEET SLOPE REOUIREMENl"S.
PROPOSED s· PREFABRICATED TRENCH DRAIN. INSTALL IN CONCRETE
CENTERED 8En'l€EN BUILDING ANO EXISTING EDGE or WAUC.
1. DISCHARGE TRENCH DRAIN INTO PROPOSED SWALE.
12. EXISTING HANDICAP RAMP TO REMAIN .
13. SAWCUT EXISTING ASPHALT NO INSTALL 4.0' CONCRET[ PAN AT GRM>£S
SHOWN. WATCH GRADES WHERE PROPOSED PAN MEETS EXISTING CURB ANO
GUTltR
14. REPAIR ASPHALT CRACKS 'MTH HOT POURED ..KllNT AND CRACK SEAL.ANT
CONFORMING TO COOT 702.06.
15. MUO JACI( EXISTING CONCRE1£ SIDEWALK AND STEPS TO MATCH ORIGINAL
CONOITION.
16. REMOVE A.NO REPLACE EXISTING CONCRETE PA.TIO TO MATCH EXISTING SIZE
ANO LOCATION. MAINTAIN MAXIMUM 2" CROSS SLOPE AWAY FROM BUILDING.
17. REM~ ANO REPLACE EXISTING CONCRETE SIO£WAU< ANO STEPS FROM
SIDEWALK TO PATIO TO MATCH EXISTING GRADES. SEE DETAIL SHEET C♦.02.
ALL SIDEWAU< CHASES ANO CURB CU TS HAVE BEEN REMOVED FROM CITY
OF FORT COWNS RIGHT-OF-WAY PER CITYS REQUEST.
RECORD ORAlliN G
This record drawing hos been prepared . in port, based upon information
fum ished by others. While this informat ion is believed t o be reliable,
SCOTT, COX, & ASSOOA TES, 1NC. cannot be assured of it s accuracy, and
t hus is not res pon sibl e for the accuracy of this record dra wing or for
any errors or omissions which may ho\le been incorporated into it as o
resul t. Those relying on th is record document ore advised t o obtain
indepen dent ·ficotlon of Its occurocy before applying it for any
purpose. 0 , , COX &: SOCIA TES, INC.
11 /23/]0
Dote
Sca l e : 1'' 10·
10 20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
STRUCTURAL. DRAINAGE: ORAF'TING
1 46 S•R ■IE'ARY PLACI:, L.OVELAND, COLoR•oc B0537
TCU:-ONC 97D·Z7B• 1909
SCOTT, COX & ASSOCIAlES, NC.
Designed by ~
Drown by ~
Checked by ~
consultin g eng in eers su r veyor s
1530 55th StrNt • Bould«, Colorodo 8030J
(:,OJ) «-4 -J051
Dot• Seo, Orcrwin9 no.
07/16/10 1"=1 0' 1021582-C3
R•llislon Oescr lion 0.1,
1 ISSUED f'~ CONSTRUCTlON 08 27 10
2 AS-BUI..T 11 23 10
Sheet
C3.11
Project no.
102158
/
NOTE,
All. SIDEWALK CHASES AND CURB CUTS HAVE BEEN REMOVED FROM CITY OF FORT
COLLI NS RI GHT-OF-WAY PER CITY'S REQUEST.
RECORD DR AV.,NG
This record dra wing hos been pr epared , in port. based upon informa t ion furnished by
other s. While this information is believed to be reliab le, SCOTT. COX, &: ASSOCIATES, IN C.
conn ot be assured of its accuracy, and thu s is not responsib le for the accura cy of this
record dra...,ing or for ony errors or omissions which may hove been incorpora ted in to it
as o result. Tho re lying on th is record document are odvised to obtain independent
verifico tk>n o ccurocy before applying it for any purpose. SCOTT, COX &
ASSOCIA
By 11/23/10
Dote
KEYED NOTES 0
I. PROPOSED SWALE. CONSTRUCT AT SlOPE SHO'M-1.
2. EXISTING TREE TO REMAIN. PROTECT lREE ROOT SYSTEM USING TREE ¥1e.l
IF" NECESSAAY.
3. 1 r SfOEWM.J< CH,&,SE.
4. 1 i9 CURB CUT.
5. EXISTING CONCRETE SIOEWAU( TO REMAIN.
6. REMOVE EXISTING LANDSCAPING ANO REGRADE TO El..EVATlONS ANO SL.OPES
9-IO'M-1. INSTALL OO'liNSPOUT LEADERS ANO COHCRElE SPl.ASH BLOCKS AT
ALL ROOF 00\IINSPOUTS. SEE OETAllS.
7. EXISTING CURB ~D GUTTER TO REMAIN.
8. EXISTING CONCRETE PATIO TO REMAIN.
9. EXISTING RETAINING WALL TO REMAlN. AO.l.lST TOP OF WALL ELEVATIONS
AS NECESSARY TO MEET St.OPE REQUIREMENTS.
10. EXISTING CONCRETr DRIVE ENTRANCE TO REMAIN.
11 . MUD JACK EXISTING CONCRETE PATIO TO MATCH ORIGIN1'1. CONDITION.
MAJNTAIN MAXIMUM 2X CROSS SLOPE AWAY f"ROM BUILDING.
N
Scale : !'' 10·
20
DETAILED GRADING PLAN
PROVINCETOWNE P.U.D. FILING NO.2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS, COLORADO
ADVANCED
ENGINEERING, LLC
STRUCTU RAL ORAINAC3C O RAFT INO
1 46 B A llllll!:i;!III Y P LACIE", LOVICLAND , COLORADO 80537
Tl:LC~H QNC 97D•:179•1 909
IIr SCOTT, COX & ASSOCIATES, INC.
J consulting eng ineers surveyors
1'30 55th Strffl Boulder, Colorodo 80J03
(JOJ) 4-M -J051
Oesi9ned by ~ Doto Scole IOro...,ing no. Sheet
0.--own by ~ 07 /16/10 1·-10· 10215B2-C3 C3.12
R•lli1lon De l ion Dot• ProjKt no.
Checi<ed by ~ I tSSlXO f'Oft CONSTRUCTION 08 /27 10 1D215B
2 AS-fllll.T I 11 /23 /10
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NO. 5 REBAR. 6" LONG Yo£l.DED TO
2" ANGLE AT 18" O.C EACH SIDE
(1/2" ANCHOR BOLT Ml'Y BE USED)
ti=.
1. ALL EXPOSED CONCRETE SHALL HAVE A BROOM FlNISH
NON-SlP RAISED PATTERN
3/8" STEEL Pl.A TE 2. EXPANSION J()jNTS AT EACH ENO Of ALL CURB RE1URNS ANO 500'
MAX. INTERVALS -SEE CURB & GUTTER EXPANSION J()jN T DETAIL.
3. CONTRACTION JOINTS AT 1 O' MA X. INTER VALS -SEE CURB &
GU TTER CONTRACTION JOIN T DETAIL
NOTE:
ISOMETRIC YIEW
1/4" X J /4" F.1-1.
MACHINE SCREWS AT 2'-
4" O.C. COUNTER SINK
FLUSH W/ Pl.ATE
SIPEWALI< CHASE DETAIL
N.T.S.
#4 REBAR, CON TINUOUS
BOTH SIOES ANO C£NT£R
2" lr.f)N
"'/ (TYP)
' """ COMPACTEO SUBGRAOE
' 95X ASTM 0-598
3000 P.S.I. ""-coot CLASS B
CONCRETE
NOTE:
3" MIN
~-(TYP)
~ """'COM?ACTEO SUBGRAOE
__ -"" 95X ASTM 0 -698
3000 P.S.I. COOT CLASS 8
CONCRETE
1. SEAlEO CONTRACTK,N JOINT
REQUIRED E'YOY 10 LINEAR f'EET 1. SEAl..£0 COHTRAC'TlON JOINT
REQUIRED EVERY 10 LINEAR F[£T
2. SEAL.ED EXP AHSION JOINT
REQUIRED E'Y£RY 100 LINEAR FEET 2. SEALfD EXPANstOH JOINT
REOUIR£0 E'Y£RY 100 LINEAR FEET
4' DRAINAGE PAN 2' DRAINAGE PAN
N.T.S. N.T.S.
NOTES: (Al'f'UES TO All. SHan)
I. All. ASPIW.T l'\.ACm St!...U.. 9£ OOl,IPACl[D ._ --Of'~ A5 D£TD'!al:Nlll 1n 'lHC WMSHAU. 'IDT UlW 01550 {TYP.)
?. WAit ,_SPIW.l LET MCKNCSS • • MH:s
.1.~it.SPHAlTLETMOOiCSS•11/2HO£$
&, All ASPHAl.t PAIIW'ICl 5IWJ.. 9£ DCt€ IN ...c:o.'.IMINU ,rnw COOT ~1!0h'$ FCfl ROAD AHO 8l!ICl« CONS1'1UCnoN".
HEAVY PAVEMENT SECTIONS
...,,
SU9Clt.G:IAAmt!ALSSHALI.IIE
SCAltlf"ClTOAIIMUJlilOOTMCF
l ltOOAIC)lt(CCWAC1ttlTO A
........ 0,~0,WA)MM
OCNSIT'l'ASDCltRMNJ)IY'IHE
ST ... -C,AIIOWQSMIE /OCHSITYT;;:sl
.\SNOIM{TIP.)
COOT a.ASS 8
3000 PSI CONC.
(MJN.)
PAVEMENT
SURFACE
CATCH CURB & GUTTER DETAIL
CONCRETE CURB
AND GUTTER
N.T.S.
now UNE.
CONTRACTlON ~TS AT 10' MAX. INTERVALS
CONIBACTION JOINJ
N.T.S.
"""°EN OR:,--t----1 ATTACH FlLTER
SlEEL FENCE FABRIC
POSTS
RUNOfF
SILT FENCE
N.T.S.
LIGHT PAVEMENT SECTIONS
(TO BE SEO IN TRAVELWAYS AND TRUCK ACCESS AREAS)
N.T.S.
(TO BE USED IN PARKING STALL AREAS ONLY)
N.T.S.
CXWC8EJE PA'rfNENT S£CJPI
N.T.S.
REINFORCED CONCRETE SECTION
COMPACTm SU8GR"0E
SLeOltADtl«TO!!M.SSH..U.IIC
$C"""1[J)JOA....._..DO>n40F
IIN00 AICl11£au>ACTtDTO A
~ OF teX Of" WAXN.1M
oomTY AS otltJN.c BY 111[
STAH0AIIOM01$1U!E /DO<SITYTEST
ASTWDlte(l',1>.)
(TO BE USED ADJACENT TO TRASH ENCLOSURES)
N.T.S.
APPROXtMAl[
4• -. -4" TRENCH
COOT CL.ASS 8
JOOO PSI CONC.
(MIN.)
PAvEMENT
SURFACE
1/2• ISOI..AllON JOINT REQUIRED
'MiEN ADJACENT TO CONCRETE
PAVEMENT (TYP.}
SPILL CURB &; GUTTER DETAIL
N.T.S.
FlLL TO 'MTHIN 1/4" FROM <<E-,
TOP OF PAvEMENT. FlEl.D I
MOLDED (POURED) SEALANT flELO MOl.OCD
(POURED) SEALANT
EXPANSION J()jNTS AT EACH ENO Of ALL CURB
RE1URNS ANO 500· MAX. INTERVALS
ISOLATION J()jNTS 1\1-iERE CURB ABUTS STRUC1URES
EXPANSION JQINT CURB ISOLATION JQtNT
N.T.S.
CRAW. SPACE
PlACE ANO COMPACT Fill MATERIAL ADJACENT TO
FOUtlOA TION TO El.EVA TlONS INDICA T[[) ON THE
PLANS. SOIL SHAU BE IMPERVIOUS CLAY OR
SILTY Q..AY. COMPACT TO 95:il: MA XIMUM DENSITY
PER STANDARD MOISTURE/DENSITY TEST 0698.
INSTALL -4" TI-flO( LANDS.CAP€
GRAVEt. 3/4" TO 1-1/2"
WASHED ROCK TO MATCH
EXISTING ONSITE.
INSTAJ..J... PERFORATED
LANDSCAPE EDGING
BU ILDING GRAPING DETAIL
N.T.S .
N.T.S.
POINTS A MUST BE HIGHER THAN POINT B
SECTION VIEW
PLAN VIEW
WOOD OR STED. FENCE
POST (REBAR HOT AUOWED)
NOTE: IF STREETS ARE PAVED, USE GRAVEL BAGS.
SPECIFIC APPLICATION
fHIS METHOD Of INlIT PROTECTION IS APPUCABL£ .t,T CURB INlETS
'M-ICRC PONDING IN FRONT Of THE STRUCTURE IS NOT UKEL Y TO CAUSE
INCONVENIENCE OR DAM AGE TO ADJACENT STRUCTURES ANO
UNPROTEC"TED AREAS.
INLET PROTECTION
N.T.S.
EROSION BALE BARRIER
LSPAC£ BALES SUCH THAT TI-IE BOTTOM OF 11-iE
UPSTREAM BALE IS LEVEL WITH THE TOP OF
11-iE NEXT 00¥.NSTREAM BALE AS SHOv,,.i
SLOPE ANO BALE HEIGHT DtTERMINE
REQUIRED SPACING ---
PROFILE VI EW
EXISTING ROOF
DRAIN DOWNSPOU T
SIBAW BALE BARRIER
CRA'M.. SPACE
AO.AJST OO'M'-!SPOUT HEIGHT FOO NEW
CRAOINC. INSTALL NEW ELBOW SECURED
'MTH GALVANIZED MACHINE SCREWS
INSTALL CONCRETE SPLASH
BLOCK. EXID«) .tJST OVER
L.ANOSC,4.PE EDGING.
>---------5' MIN .. -------
RECORO DRAW.NG
INSTAU. PERFORATED
LANDSCAPE EDGING
N.T.S.
DOWNSPOUT EXTENSION DETAIL
This r ecord drawing hos been prepared, in port. based upon information furn ished by
others. While this informot ion is believed to be reliable, SCOTT, COX, & ASSOCIATES, INC.
cannot be assured of its accuracy. and thus is not responsible for the occurocy of t his
record drawing or for any errors or om issions which may hove been incorporated into it
os a result. Those retying on thi s record document ore advised to obtain in dependent
verification of • s occurac before applyin g it for any purpose. SCOTT, COX &
N.T.S. ASSOCIAT . .
By ~~~~~::::;~~~1:!ctz:~:;:==---~11u(~2~3~/1~P'---a,-..,.-
Do te
CIVIL DETAILS
PROVINCETOWNE P.U.D . FILING NO. 2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS , COLORADO
ADVANCED
ENGINEERING, LLC
STRUCTURA L DRAINAGE CRAFTI N G
1 46 BARllltRR Y PLAClt , LOVCLANO , COLOAAOO B053 ?
Tc:u:,-HDNC: 970-27B-1 909
SCOTT, COX & ASSOCIATES, INC.
consul t ing engineer s surveyors
1530 55th Street • 801,1ld«, Colorado 80303
(JOJ) 444 -3051
Desi;ned by ~ Dal• ShH t
~ 1021582-C4 C4.01
Drawn by R•vl1ian Dote Pr oject no.
Checked by~ ' 08 27 10 102158
2 "5--BUILT 11 23 10
~;
~ ;8. s ~ ~~ --
-~ s \, s
0 i • N -
~8 sh ~ ,._ i . -
~x t
~11 2 io 1o
iii I A ] i I
~~
~fl a~
~~ <(
I ~K'
cl~ •
~
$ <(
~i~ z ~~ • + 0 ;= jii
.... 3!1•
~ lij .'° :e
. ~1c ~i . • ~~ "' u".o: ... ~ . .
STREET INTERSECTION CROSSPAN
I.ARIMER COUNTY
URDI.N AREA
STRE._,,. STANDARDS
FOR RCP a: DIP UTLlllES, S.:U:C
EXCAVATED BACKFILL MAY EE USED If
AUlHORIZED 8Y THE INSPECTOR MATERIAL
MUST BE FlNEL.Y 01\/!0EO AHI I FREE OF
ANY Q.00 OR ROCKS CRCAT[R THAN
J/4" IN GREATEST 1JIMENSION.
TRENCH WIDTH
~
~ECI
-1!1"
I -28•
< LARGER
CONSTRUCTION REVISION NO: 2
DRA'll'IXGS DATE: 04/01 /07
DRAJlNC
708
DISTURBED AREA TO BE RESTORED TO
ATCH PREVIOUS CONDITIONS (IE SOD
REPLACED WITI-i NEW SOO)
UTILITY TRENCH DETAIL
N.T.S.
Lrro!D
Be • OOTSIOE OIAMETrR
H • BACKFI.L COVER ABOVE
TOP Of PIPE
D -INSIDE: DIAMETER
d • DEPTH OF BEDOING
MATER1AL BEl..OW PIPE
PIPE BEDDING DETAIL
N.T.S.
HANO PLACED GRANULAR
EMSEOMENT MATERIAL
COMPAClED GRANULAR
EMBEOMENT MAlER!AL
N<m$ l'IY~~ID ..... ,__
2 •·12SU..•llndllr',g~~~1Wrc>cant1e 1 12
..., l -20onhlV'IC-.:Joa'rW-..-OI
3 S..COH.,.,DWQ.1 90e(■)~IIN)7 1ofFG'10olf,s
<I 5"CON.T.DWQ.11 14 ,111S..oct 11 1l bl.04!rd
ACCESS RAMP DETAILS
COSSTRUCTION RE\'lSION 'O: URllLER COUNTY
URBAN AREA
STREET STA.'IIDARDS DRAJ'JSCS DATE: 0-t/0 1/07
DRAWING
1603
CONCRtlE CQU.AR
PROPOSED STORM PIPE
, ..
MIN
~
CUT ENO OF PIPE TO
MATCH FlNISHED GRADE
CONCRETE COLLAR
N.T.S.
PROPOSED GR ADE
A
BACK-UP MATERl-'l
NON-EXlRUOING
PREMOI.DED FILL£R
!Sot ADON t'.EXPANSlON JO!NT
COHC. PAVEMtNT
SEALED vROOVE {SEE
SA'IIIEO GROOVE & SCAl
DETAIL)
.,,.,..,.
., .. 41 t,
CONTRACTION JOINT
1 COtHRAC \oN JOINTS
e
,o·
= 1. CONSlRUCTION JOINTS SHALL BC USED M-£N OPERAll(»IS
ARE SUSPENDED FOR JO MINUTES OR LONGER. JOINTS
SHAU. ALIGN YIITH CONlRACTION JOINT LAYOUT.
J /8 •• BACl<-UP
MATERIAL
0-51.AB
THICKNESS
J /8 ·• BACK-UP
MAT[RIAL
1 •• r Fl[LDl.tOLDED LL (POURED) SEALANT
J '-
0-51.AB
lH1Cl<NESS
I UM
SAWED GROOVE &; SEAL DETAI L
JOjNJ LAYOUT PLAN
!jQIL
1. JOINT LAYOUT PLAN REPRESENTS THE t.4AXlt.tUt.4
JOINT SEPARATION. CONTRACTOR SHALL SUBt.t lT
FlNAL JOINT LAYOU T PLAN TO OWNER FOR
APPROVAL PRIOR TO CONSTRUCTION .
2. PROVIDE JSOt.A TION JOINT \\tiERE CONCRETE ABUT
STRUCTURES .
CONTRACTION JOINT
TYPICAL CONCRETE PAVEMENT JQINJS
N.T.S.
EXPANSION JOINT
1' MIN.
RO,OVE EXISTING
ASPHALT ANO REPLACE
YIITH ASPHALT
PROPOS£D ASPHALT
GRADE PER PLANS
SAWCUT AT PBQPOSED ASPHALT
N.T.S.
I' MIN.
REMOVE EXISTING
ASPHALT ANO REPl.ACE
WITH ASPHALT
ATCH EJOSTING GRADE
-!J
~REPLACED OJRB &: GUTTER
MATCH EXISTING
ASPHALT REPLACEMENT AT NEW CURB AND GUTTER
CONCRETE STtPS TO WATCH
EXISTINC SLOPE 2X TO DRAIN.
f~ BAR EACH STEP. i9 O.EAR
12· lREADS
MATCH EXISTING
...
CONC. RISERS TYP.
4• (;n) CLEAN GRAVEL
COMPACTED BACKFlU
PER SOILS REPOR T
NOlt.: All. EXPOSED ~ SHAU. HAVE A BROOW ~tSH.
EXPANSION JOINTS AT All IHTERSECTlONS 'Mlli EXISTING
OJRB A.HD GUT1£R, OJRBWAI..K, Sl>EWAU<, AT AU. RADIUS
POINTS, AND AT .500 n . MAX. IHlERVALS. CONTRACllON
JOINTS AT 5 FT. NlER\IALS.
CONCRETE SIDEWALK
N.T.S.
S[E CONTRACTION ANO
EXPANSION .ONT DCTA.L
SEI SCORING DETAIL
VARIES (SEE PLAN) ,·
RECORD DRAWING
PATIO DETAIL
N.T.S.
CONCRETE PA no
This record drawin g hos been prepared, in port, based upon information fu mished by
others. 'Miile this ln formoti on is believed t o be reliable, SCOTT, COX, & ASSOCIATES, INC.
cannot be assured of its occu roc y, and thus is not responsible fo r the occurocy o f this
record drawing or for an y errors or omissions which may hove been incorporated Into lt
os o re sult . Those relying on th is r ecord document or e advised to obtain independent
verificat ion of i accuracy before applying it for any purpose. SCOTT, COX &
ASSOCIATES,
N.T.S.
CIVIL DETAILS
PROVINCETOWNE P.U.D. FILING NO. 2
E. TRILBY ROAD AND
AUTUMN RIDGE DRIVE
FORT COLLINS , COLORADO
ADVANCED
ENGINEERING, LLC
IITAUCTUR AL DR AI N AGE D RA FTI N G
1 4 6 BAR ■l:ARY PLA CI:, LOVICLAND. COLORADO 80 5 3 7
Tl'.L IE-CINIE 970-271!1-1 909
SCOTT, COX & ASSOCIATES, INC.
Designed by ~
Drawn by ~
consul t ing eng in eers surveyors
1~ 55th StrHt • Boutde<", Colorodo aoJOJ
(JOJ) 44-4 -3051
Date Sc~,
07 /16/10 10215B2-C4
"""' C4.02
CONCRETE STAIB DETAIL 11 /23 /J0
Revl1k>n Dalt Project no.
Ch9dced by ~ oe 21 10 10215B
N.T.S. Do t e AS-!MLT 11 23 10