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REMOVE AND SALVAGE EXISTINGHYDRANT, LINE AND VALVE.CONTRACTOR TO COORDINATEWITH SECURITY WATER FOR THERETURN OF THE MATERIAL ANDTREATMENT OF THE EXISTING LINE.
INSTALL M.J. PLUG ON EXISTINGTEE.
SECURITY WATER DISTRICT (SWD)GENERAL NOTES FOR WATER DISTRIBUITON SYSTEM CONSTRUCTION
A. GENERAL1. “DISTRICT MAINS” AS DEFINED IN SECTION 2.01 (A) OF THE SECURITY WATER DISTRICT (SWD) STANDARD SPECIFICATIONS WILL BE LOCATED WITHIN PUBLIC RIGHT-OF-WAYAND/OR EASEMENTS AS DETERMINED BY THE SECURITY WATER DISTRICT. PUBLIC RIGHT-OF-WAYS MUST BE APPROVED BY THE LOCAL LAND USE AUTHORITY IN THE SUBDIVISIONPLAT OR OTHERWISE BY DEDICATION AND ACCEPTANCE.2. THE SECURITY WATER DISTRICT MUST RECEIVE SIGNED AND RECORDED COPIES OF ALL EASEMENT AGREEMENTS PRIOR TO THE START OF CONSTRUCTION.3. ALL WORK SHALL BE IN ACCORDANCE WITH THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS, THE SECURITY WATER DISTRICT DESIGN CRITERIA AND THESECURITY WATER DISTRICT POLICIES, PROCEDURES AND AGREEMENTS PERTAINING TO THIS PROJECT.4. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR DETERMINING THE LOCATION AND PROVIDING FOR PROTECTION OF EXISTING UTILITIES AND DRAINAGESTRUCTURES. THE UTILITY NOTIFICATION CENTER OF COLORADO SHALL BE CONTACTED BY DIALING 811 OR 1-800-922-1987.5. SUFFICIENT CLEARANCE SHALL BE MAINTAINED BETWEEN THE EXCAVATION FOR THE NEW WATER FACILITIES AND ANY POWER OR TELEPHONE POLE OR GUY WIRE. INCASES WHERE FAILURE OF A POLE IS POSSIBLE, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY FOR ASSISTANCE TO TEMPORARILY BRACE OR SUPPORT THE POLEAS REQUIRED. IN THE CASE WHERE A GUY WIRE OR ITS ANCHOR IS IN DIRECT CONFLICT WITH THE WORK PROPOSED, THE CONTRACTOR SHALL COORDINATE WITH THEAPPROPRIATE UTILITY FOR THE REMOVAL AND REINSTALLATION OF THE CONFLICTING GUY WIRE OR ANCHOR AS REQUIRED.6. NO EXCAVATED MATERIAL SHALL BE PLACED UNDER OVERHEAD ELECTRIC CONDUCTORS OR AROUND POLES OR TEMPORARILY STORED UNDER LINES WITHOUT FIRSTCONSULTING WITH THE ELECTRIC UTILITY TO DETERMINE IF ADEQUATE CLEARANCES WILL BE MAINTAINED. NO PERSON, TOOL OR EQUIPMENT SHALL OPERATE CLOSER THAN 10FEET TO ANY PORTION OF ANY ENERGIZED LINE WITHOUT FIRST COMPLYING WITH THE PROVISIONS OF COLORADO REVISED STATUTES 1973, SECTION 1, TITLE 9, ARTICLE 2.5, 102AND 103.7. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMESDURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS, ACCEPTABLE TO THE UTILITY OWNER, ARE MADE BETWEEN THE CONTRACTOR, THE RESPECTIVE UTILITY DEPARTMENTAND WHERE APPROPRIATE, THE PRIVATE PROPERTY OWNER(S).8. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
B. EARTHWORK1. ALL EXCAVATION, PIPE EMBEDMENT AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS AND SHALLCONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY GOVERNING WORK IN AND USE OF PUBLIC RIGHT-OF-WAYS.2. IN THOSE AREAS WHERE CONSTRUCTION ACTIVITY ALTERS EXISTING DRAINAGE CONFIGURATIONS, DRAINAGE PATTERNS SHALL BE RESTORED TO AS GOOD AS OR BETTERCONDITIONS THAN THOSE THAT EXISTED PRIOR TO THE CONSTRUCTION ACTIVITY.3. COMPACTION SHALL BE IN COMPLIANCE WITH THE SECURITY WATER DISTRICT SPECIFICATIONS. IN THOSE AREAS WHERE CUT PERMITS ARE ISSUED BY AN OUTSIDEAUTHORITY OR IN CASE OF CONFLICT IN THE REFERENCED STANDARDS, COMPLY WITH THE MORE STRINGENT SPECIFICATION.4. ANY MATERIAL NOT SUITABLE FOR INCORPORATION INTO TRENCH BACKFILL OR STREET SUBGRADE SHALL BE REMOVED FROM THE SITE.5. ANY SOIL THAT IS DISTURBED BELOW THE DESIGNATED SUBGRADE ELEVATIONS BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN ACCORDANCE WITH THE SECURITYWATER DISTRICT STANDARD SPECIFICATIONS.C. TRAFFIC CONTROL AND STREET SURFACE RESTORATION1. ALL STREET SURFACE RESTORATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE AGENCY HAVING JURISDICTION OVER THE ROADWAY,SUBJECT TO THE ACCEPTANCE BY THE SECURITY WATER DISTRICT.D. WATER MAINS & APPURTENANCES1. POTHOLING OR EXCAVATION FOR WATER MAINS CROSSING, EXISTING UTILITIES OR OBSTRUCTIONS SHALL BE PERFORMED IN THE DESIGN STAGE OF THE PLANPREPARATION. THE LOCATION OF CONNECTION OF NEW WATER MAINS TO THE EXISTING DISTRIBUTION SYSTEM FACILITIES SHALL BE EXCAVATED AND HORIZONTAL ANDVERTICAL LOCATION OF EXISTING FACILITIES DETERMINED BY PRECISE SURVEY. THE POTHOLE AND SURVEY DATA SHALL BE SHOWN ON THE FINAL APPROVED WATER MAINPLANS AND/OR DRAWINGS.2. THE CONTRACTOR IS REQUIRED TO NOTIFY THE SECURITY WATER DISTRICT INSPECTOR OFFICE TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. THESECURITY WATER DISTRICT WILL BE NOTIFIED FIVE WORKING DAYS PRIOR TO ANY SHUT DOWN OF EXISTING SERVICE DUE TO CONSTRUCTION.3. REUSE OF ANY MATERIALS OR REJECTION OF ANY NEW MATERIALS SHALL BE AT THE SOLE DISCRETION OF THE SECURITY WATER DISTRICT'S INSPECTOR. THE SECURITYWATER DISTRICT'S DECISION SHALL BE FINAL.4. ALL STREET VALVE BOXES SHALL BE TYLER/UNION SLIP TYPE (664-A, 26T+36B IS REFERENCE TO LEVEL ONE ASSEMBLY, LESS LID WHICH IS A 5-1/4" DROP LID MARKED"WATER"). STREET VALVE BOXES SHALL BE SET 0" - 1/4" BELOW FINAL PAVEMENT SURFACE ELEVATION. FINAL SURFACE ELEVATION SHALL BE CONSTRUCTED AS ASSEMBLY IS
5. DESIGNED (TOP SECTION FLANGE WILL BEAR APPLIED LOADING. DROP-IN RISERS SHALL NOT BE USED.)6. DO NOT DROP PIPE AND FITTINGS WHEN OFF-LOADING. DO NOT STORE PIPE AND ASSOCIATED MATERIALS DIRECTLY ON THE GROUND.7. ALL WATER MAINS AND APPURTENANCES DELIVERED TO THE SITE FOR INSTALLATION SHALL BE KEPT CLEAN. THE ENDS OF PIPES AND FITTINGS SHALL BE COVERED UNDERPROTECTIVE COVERINGS AT THE TIME OF DELIVERY TO PROTECT THE INNER SURFACES FROM COMING INTO CONTACT WITH MOISTURE, DIRT, DUST, DEBRIS AND ANIMALS ANDSHALL REMAIN PROTECTED UNTIL INSTALLATION IS COMPLETE.
WATER SERVICE LINES1. SERVICE LINES SHALL BE INSTALLED WITH WET TAPS FOR CORPORATION STOPS. LINES ONEINCH AND SMALLER DIAMETER SHALL BE DIRECT TAPPED (CC THREADED). TAPS ONE AND A HALF (1-½) INCH AND LARGER REQUIRE A TWELVE (12) INCH LONG, CCTHREADED, FUSION EPOXY COATED, STEEL TAPPING SLEEVE OR CUT IN TEE.2. EACH BUSINESS, EACH RESIDENCE, AND EACH UNIT OF A DUPLEX HAVING SEPARATE WATER FACILITIES SHALL HAVE A SEPARATE METER AND WATER SERVICE LINE FROMTHE MAIN TO THE METER ASSEMBLY.3. EXISTING BUSINESSES OR RESIDENCES THAT MODIFY, EXPAND OR SPLIT SPACE THAT NOW HAVE ONE SERVICE LINE, SHALL INSTALL A NEW SERVICE LINE AND METERASSEMBLY ALL THE WAY TO THE MAIN IF THERE IS TO BE A SEPARATE BUSINESS OR RESIDENCE.4. TAPPING PERMITS MUST BE APPLIED FOR AT THE SECURITY WATER DISTRICT OFFICE LOCATED AT 231 SECURITY BOULEVARD, PHONE 719-392-3475, AND PAID FOR ATLEAST 24 HOURS PRIOR TO TAPPING.5. ALL SERVICE TAPS ON WATER MAINS WITHIN THE SECURITY WATER DISTRICT DISTRIBUTION SYSTEM SHALL BE ACCOMPLISHED BY THE CONTRACTOR, WHO SHALL NOTIFYTHE SECURITY WATER DISTRICT 24 HOURS PRIOR TO TAPPING. PROPERTY CORNERS SHALL BE CLEARLY MARKED BY CONTRACTOR OR OWNER PRIOR TO TAPPING.6. SERVICE LINE MATERIAL SHALL BE DRISCOPLEX® 5100 ULTRA-LINE® POLYETHYLENE (PE) PIPING, SIDR-7, (OR SECURITY WATER DISTRICT APPROVED) ACCOMPANIED BY A#6 BARE COPPER LOCATION WIRE. CURB STOPS AND CORPORATION STOPS SHALL BE FORD BRASS. CURB STOP BOXES SHALL BE TYLER, BOTTOM SLIP JOINT AND TOP SLIPJOINT.7. SERVICE LINES SHALL ENTER THE LOT AS CLOSE AS POSSIBLE TO 90-DEGREES TO THE FRONT PROPERTY LINE. SERVICE LINES SHALL HAVE NO LESS THAN 10-FEET OFSEPARATION FROM SEWER SERVICES AND NO LESS THAN 6-FEET OF SEPARATION FROM ALL OTHER UTILITIES. BENCHING OF WATER SERVICE LINES ABOVE SEWER SERVICES IN ACOMMON DITCH IS NOT PERMITTED. CURB STOPS SHALL BE SET AT A DEPTH OF 4-FEET TO FINAL GRADE OR AT SIDEWALK ELEVATION. CURB STOPS SHALL NOT BE LOCATED INSIDEWALKS OR DRIVEWAYS.8. DRAWINGS FOR NON-RESIDENTIAL SERVICE INSTALLATIONS SHALL HAVE A DETAIL OF THE UTILITY ROOM SHOWING METER(S), PRV, BACKFLOW DEVICE, ISOLATIONVALVES, FLOOR DRAINS, AND OTHER REQUIRED APPURTENANCES. BACKFLOW DEVICES SHALL BE TESTED BY ACERTIFIED BACKFLOW TECHNICIAN PRIOR TO INITIAL ACCEPTANCE BY THE SECURITY WATER DISTRICT. THE SECURITY WATER DISTRICT SHALL RECEIVE COPIES OF TEST RESULTSON SECURITY WATER DISTRICT TEST FORMS AVAILABLE AT THE SECURITY WATER DISTRICT OFFICE.
GENERAL CONSTRUCTION NOTES1. SHOP DRAWING SUBMITTALS SHALL BE MADE TO THE SECURITY WATER DISTRICT FOR ALL MATERIALS TO BE INCORPORATED INTO THIS PROJECT.2. ALL WATER MAINS AND SERVICE LINE WORK SHALL BE UNDERTAKEN UTILIZING CLASS "B" BEDDING. REFER TO THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONSFOR THE REQUIRED PIPELINE EMBEDMENT.3. ANY SIGNS, DELINEATOR POSTS, MAILBOXES, NEWSPAPER BOXES AND OTHER APPURTENANCES REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED IN THE SAMELOCATION AND IN AN ACCEPTABLE CONDITION.4. IN THOSE AREAS WHERE NEW PIPELINE CONSTRUCTION IMPACTS EXISTING FENCING, THE CONTRACTOR SHALL REMOVE THE FENCING AS NECESSARY. ALL FENCINGREMOVED DURING CONSTRUCTION SHALL BE REINSTALLED IN A CONDITION AS GOOD AS OR BETTER THAN ORIGINALLY FOUND.5. EXISTING PROPERTY CORNERS AND SECTION MONUMENTATION SHALL NOT BE DISTURBED. IN THE EVENT ANY EXISTING PROPERTY MONUMENTATION IS DISTURBEDDURING THE COURSE OF CONSTRUCTION, IT SHALL BE REPLACED BY A SURVEYOR LICENSED IN THE STATE OF COLORADO.6. THE CONTRACTOR SHALL SET ALL VALVE RISER BOXES OUTSIDE OF PAVED ROADWAYS OR HARDSCAPED AREAS 2-INCHES ABOVE THE FINISH GRADE AND INSTALL ACARSONITE MARKER POST AT EACH VALVE. CONTRACTOR SHALL COORDINATE WITH THE SECURITY WATER DISTRICT FOR THE PLACEMENT OF THE CARSONITE MARKERS AT ALLLOCATIONS.7. NEW MATERIALS SHALL BE USED FOR ALL WORK UNLESS NOTED OTHERWISE ON THE DRAWINGS.8. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. FINAL GRADING IS SUBJECT TO REVIEW AND APPROVAL.9. THE SUBGRADE UNDERNEATH ALL STRUCTURES SHALL BE ADEQUATELY STABILIZED IN ACCORDANCE WITH THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS.10. ALL WATER MAINS ARE SUBJECT TO PRESSURE TESTING IN ACCORDANCE WITH THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS. PRIOR TO FINALACCEPTANCE BY THE SECURITY WATER DISTRICT, ALL WATER MAINS MUST BE PRESSURE TESTED, DISINFECTED, AND AN ACCEPTABLE BACTERIOLOGICAL TEST RECEIVED ANDPROVIDED TO THE SECURITY WATER DISTRICT FOR ACCEPTANCE.11. THE PIPELINE INSTALLATION SHALL GENERALLY BE ACCOMPLISHED BY PUSHING SPIGOT ENDS INTO BELL ENDS OF THE PIPE.12. ALL WATER MAINS INSTALLED WITHIN THE SECURITY WATER DISTRICT SHALL BE DUCTILE IRON PIPE (DIP) IN ACCORDANCE WITH THE SECURITY WATER DISTRICT STANDARDSPECIFICATIONS.13. WHERE THE NEW WATER MAIN IS LESS THAN 18 VERTICAL INCHES OVER A SANITARY SEWER MAIN, THE WATER LINE SHALL BE INSTALLED IN ACCORDANCE WITH THEREQUIREMENTS OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REQUIREMENTS.14. ALL DUCTILE IRON PIPING UTILIZED WITHIN THE SECURITY WATER DISTRICT DISTRIBUTION SYSTEM SHALL HAVE AN EXTERIOR COATING AND AN INTERIOR LINING INACCORDANCE WITH THE REQUIREMENTS OF THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS.15. THE WATER MAIN PIPELINE SHALL BE INSTALLED IN STRAIGHT ALIGNMENTS UNLESS OTHERWISE APPROVED BY THE SECURITY WATER DISTRICT.16. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING WATER DISTRIBUTION SYSTEM PIPELINES AS A RESULT OF THEIR CONSTRUCTION ACTIVITY.17. ALL PIPELINES SHALL BE "AS BUILT" SURVEYED AND "AS BUILT" DRAWINGS SUBMITTED TO THE SECURITY WATER DISTRICT FOR REVIEW AND ACCEPTANCE. PAPER OR “HARDCOPY” DRAWINGS AND ELECTRONIC AUTOCAD FILES ARE REQUIRED. REFER TO THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS FOR THE REQUIRED ELECTRONICFILE FORMAT, HORIZONTAL COORDINATE SYSTEM AND VERTICAL DATUM.18. THE CONTRACTOR SHALL PROCURE AND FAMILIARIZE HIMSELF WITH THE SECURITY WATER DISTRICT STANDARD SPECIFICATIONS, THE SECURITY WATER DISTRICT DESIGNCRITERIA AND THE SECURITY WATER DISTRICT POLICIES, PROCEDURES AND AGREEMENTS PERTAINING TO THIS PROJECT PRIOR TO COMMENCING CONSTRUCTION. A COPYOF THE SECURITY WATER DISTRICT'S STANDARD SPECIFICATIONS SHALL BE ON-SITE ANY TIME CONSTRUCTION IS BEING ACCOMPLISHED.19. THE WARRANTY FOR COMPLETED WORK SHALL EXTEND FOR A ONE-YEAR PERIOD FROM THE DATE OF THE PRELIMINARY ACCEPTANCE OF THE PROJECT BY THE SECURITYWATER DISTRICT.20. OVERALL LOT GRADING TO BE COMPLETE PRIOR TO THE INSTALLATION OF ALL UTILITIES.
NOTE: THE METER INSTALLATIONCONFIGURATION ON THIS DETAIL ISA SCHEMATIC REQUIREMENT OFSECURITY WATER DISTRICT. THEINTERIOR PLUMBING DETAILSSHOWN ON THE APPROVEDPLUMBING PLANS SHOULDCONFORM TO THE SECURITY WATERDISTRICT STANDARDS. REFERENCEPLUMBING PLAN FOR INTERIORPLUMBING DESIGN.
SECURITY WATER DISTRICTWATER METER NOTE AND
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UTILITY CONSTRUCTIONPLANS
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SECURITY SANITATION DISTRICTGENERAL NOTES FOR WASTEWATER COLLECTION SYSTEM CONSTRUCTION
GENERAL
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SECURITY SANITATION DISTRICT (SSD) SEWER USE REGULATIONS (SUR), THE SECURITY SANITATION DISTRICT DESIGNCRITERIA AND STANDARD SPECIFICATIONS AND THE SSD POLICIES, PROCEDURES AND AGREEMENTS PERTAINING TO THIS PROJECT.2. THE CONTRACTOR SHALL COORDINATE AND PROVIDE FOR DETERMINING THE LOCATION AND PROVIDING FOR PROTECTION OF EXISTING UTILITIES AND DRAINAGESTRUCTURES. THE UTILITY NOTIFICATION CENTER OF COLORADO SHALL BE CONTACTED BY DIALING 811 OR 1-800-922-1987.3. SUFFICIENT CLEARANCE SHALL BE MAINTAINED BETWEEN THE EXCAVATION FOR THE NEW WASTEWATER FACILITIES AND ANY POWER OR TELEPHONE POLE OR GUYWIRE. IN CASES WHERE FAILURE OF A POLE IS POSSIBLE, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY FOR ASSISTANCE TO TEMPORARILY BRACE OR SUPPORTTHE POLE AS REQUIRED. IN THE CASE WHERE A GUY WIRE OR ITS ANCHOR IS IN DIRECT CONFLICT WITH THE WORK PROPOSED, THE CONTRACTOR SHALL COORDINATE WITHTHE APPROPRIATE UTILITY FOR THE REMOVAL AND REINSTALLATION OF THE CONFLICTING GUY WIRE OR ANCHOR AS REQUIRED.4. NO EXCAVATED MATERIAL SHALL BE PLACED UNDER OVERHEAD ELECTRIC CONDUCTORS OR AROUND POLES OR TEMPORARILY STORED UNDER LINES WITHOUT FIRSTCONSULTING WITH THE ELECTRIC UTILITY TO DETERMINE IF ADEQUATE CLEARANCES WILL BE MAINTAINED. NO PERSON, TOOL OR EQUIPMENT SHALL OPERATE CLOSER THAN10 FEET TO ANY PORTION OF ANY ENERGIZED LINE WITHOUT FIRST COMPLYING WITH THE PROVISIONS OF COLORADO REVISED STATUTES 1973, SECTION 1, TITLE 9, ARTICLE 2.5,102 AND 103.5. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMESDURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS, ACCEPTABLE TO THE UTILITY OWNER, ARE MADE BETWEEN THE CONTRACTOR, THE RESPECTIVE UTILITY DEPARTMENTAND WHERE APPROPRIATE, THE PRIVATE PROPERTY OWNER(S).6. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).EARTHWORK
7. ALL EXCAVATION, PIPE EMBEDMENT AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH THE SECURITY SANITATION DISTRICT SEWER USE REGULATIONS AND THEDISTRICT DESIGN CRITERIA AND STANDARD SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY GOVERNING WORK IN AND USE OFPUBLIC RIGHT-OF-WAYS.8. IN THOSE AREAS WHERE CONSTRUCTION ACTIVITY ALTERS EXISTING DRAINAGE CONFIGURATIONS, DRAINAGE PATTERNS SHALL BE RESTORED TO AS GOOD AS ORBETTER CONDITIONS THAN THOSE THAT EXISTED PRIOR TO THE CONSTRUCTION ACTIVITY.9. COMPACTION SHALL BE IN COMPLIANCE WITH THE SECURITY SANITATION DISTRICT SEWER USE REGULATIONS. IN THOSE AREAS WHERE CUT PERMITS ARE ISSUED BY ANOUTSIDE AUTHORITY OR IN CASE OF CONFLICT IN THE REFERENCED STANDARDS, COMPLY WITH THE MORE STRINGENT SPECIFICATION.10. ANY MATERIAL NOT SUITABLE FOR INCORPORATION INTO TRENCH BACKFILL OR STREET SUBGRADE SHALL BE REMOVED FROM THE SITE.11. ANY SOIL THAT IS DISTURBED BELOW THE DESIGNATED SUBGRADE ELEVATIONS BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN ACCORDANCE WITH THE SECURITYSANITATION DISTRICT DESIGN CRITERIA AND STANDARD SPECIFICATIONS.TRAFFIC CONTROL AND STREET SURFACE RESTORATION12. ALL STREET SURFACE RESTORATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE AGENCY HAVING JURISDICTION OVER THE ROADWAY,SUBJECT TO THE ACCEPTANCE BY THE SECURITY SANITATION DISTRICT.
SANITARY SEWER SERVICE LINES13. SANITARY SEWER SERVICE LINES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SECURITY SANITATION DISTRICT SEWER USE REGULATIONS ANDTHE SECURITY SANITATION DISTRICT DESIGN CRITERIA AND STANDARD SPECIFICATIONS.14. SANITARY SEWER SERVICE CONNECTIONS USING IN-LINE TEES OR SADDLE TAP TEES SHALL BE INSTALLED NO LESS THAN 5-FEET FROM ANY MANHOLE AND NO LESS THAN3-FEET FROM AN ADJACENT SEWER SERVICE CONNECTION OR TAP.15. THE CONTRACTOR SHALL NOTIFY THE SECURITY SANITATION DISTRICT 48-HOURS PRIOR TO COMMENCING EXCAVATION FOR A SANITARY SEWER SERVICE LINE ANDCOORDINATE THE REQUIRED INSPECTIONS.16. CLEANOUTS SHALL BE INSTALLED WHERE HORIZONTAL DEFLECTIONS IN ALIGNMENT OCCUR IN ACCORDANCE WITH THE SECURITY SANITATION DISTRICT DESIGNCRITERIA AND STANDARD SPECIFICATIONS.17. ALL SERVICE LINE INSTALLATIONS SHALL BE INSPECTED BY THE SECURITY SANITATION DISTRICT PRIOR TO BACKFILLING.18. SANITARY SEWER SERVICE LINES SHALL BE INSTALLED WITH AN ABSOLUTE MINIMUM SLOPE OF 2% UNLESS SPECIFICALLY AUTHORIZED BY THE SECURITY SANITATIONDISTRICT IN WRITING.
GENERAL CONSTRUCTION NOTES19. SHOP DRAWING SUBMITTALS SHALL BE MADE TO THE SECURITY SANITATION DISTRICT FOR ALL MATERIALS TO BE INCORPORATED INTO THIS PROJECT.20. ALL SEWER MAIN AND SERVICE LINE WORK SHALL BE UNDERTAKEN UTILIZING CLASS "B" BEDDING. REFER TO THE SECURITY SANITATION DISTRICT DESIGN CRITERIA ANDSTANDARD SPECIFICATIONS FOR THE REQUIRED PIPELINE EMBEDMENT.21. ANY SIGNS, DELINEATOR POSTS, MAILBOXES, NEWSPAPER BOXES AND OTHER APPURTENANCES REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED IN THE SAMELOCATION AND IN AN ACCEPTABLE CONDITION.22. IN THOSE AREAS WHERE NEW PIPELINE CONSTRUCTION IMPACTS EXISTING FENCING, THE CONTRACTOR SHALL REMOVE THE FENCING AS NECESSARY. ALL FENCINGREMOVED DURING CONSTRUCTION SHALL BE REINSTALLED IN A CONDITION AS GOOD AS OR BETTER THAN ORIGINALLY FOUND.
23. EXISTING PROPERTY CORNERS AND SECTION MONUMENTATION SHALL NOT BE DISTURBED. IN THE EVENT ANY EXISTING PROPERTY MONUMENTATION IS DISTURBEDDURING THE COURSE OF CONSTRUCTION, IT SHALL BE REPLACED BY A SURVEYOR LICENSED IN THE STATE OF COLORADO.24. THE CONTRACTOR SHALL SET ALL MANHOLE RINGS AND COVERS OUTSIDE OF PAVED ROADWAYS OR HARDSCAPED AREAS 2-INCHES ABOVE THE FINISH GRADE ANDINSTALL A CARSONITE MARKER POST AT EACH MANHOLE. THE CONTRACTOR SHALL COORDINATE WITH THE SECURITY SANITATION DISTRICT FOR THE PLACEMENT OF THECARSONITE MARKERS AT ALL OFF-ROAD MANHOLE LOCATIONS.25. IN PAVED ROADS OR HARDSCAPED SURFACES, MANHOLE RINGS SHALL BE SET ¼-INCH BELOW FINISH GRADE. CARE SHALL BE TAKEN IN FINAL GRADING TO PRECLUDEPONDING OF SURFACE WATER OVER MANHOLE RINGS AND COVERS.26. THE CONTRACTOR SHALL REVIEW THE DETAILS IN THE SECURITY SANITATION DISTRICT SEWER USE REGULATIONS AND STANDARD DRAWINGS FOR MANHOLE WALLTHICKNESS, BASE DIAMETER AND THICKNESS, STEEL REQUIREMENTS AND WATERPROOFING REQUIREMENTS. MANHOLE BASES SHALL BE PRECAST UNITS UNLESS APPROVED INADVANCE BY THE SECURITY SANITATION DISTRICT.27. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF CONCRETE/GROUT FILLETS IN THE MANHOLES WITH THE SECURITY SANITATION DISTRICT TO ENSUREPROPER PERFORMANCE AND ACHIEVEMENT OF DESIGN INTENT. FULL DEPTH, EQUAL TO THE PIPE DIAMETER, FLOW CHANNELS ARE REQUIRED.28. THE CONTRACTOR IS TO UNDERTAKE HIS WORK IN ACCORDANCE WITH OSHA’S CONFINED SPACE ENTRY REQUIREMENTS.29. NEW MATERIALS SHALL BE USED FOR ALL WORK UNLESS NOTED OTHERWISE ON THE DRAWINGS.30. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. FINAL GRADING IS SUBJECT TO REVIEW AND APPROVAL.31. THE SUBGRADE UNDERNEATH ALL STRUCTURES SHALL BE ADEQUATELY STABILIZED IN ACCORDANCE WITH THE SECURITY SANITATION DISTRICT SEWER USE REGULATIONS.32. ALL SANITARY SEWER COLLECTION SYSTEM COMPONENTS ARE SUBJECT TO PRESSURE TESTING IN ACCORDANCE WITH THE SECURITY SANITATION DISTRICT DESIGNCRITERIA AND STANDARD SPECIFICATIONS. PRIOR TO FINAL ACCEPTANCE BY THE DISTRICT, ALL SANITARY SEWER LINES SHALL BE PROFESSIONALLY CLEANED, INSPECTED BYINTERNAL VIDEO CAMERA AND WRITTEN RECORDS AND DIGITAL VIDEO DISK (DVD) RECORDINGS FURNISHED TO THE SECURITY SANITATION DISTRICT FOR REVIEW ANDAPPROVAL.33. THE PIPELINE INSTALLATION SHALL GENERALLY BE ACCOMPLISHED FROM THE LOWEST PORTION OF THE PROJECT PROCEEDING UPHILL.34. FLAT TOP LIDS ON PRECAST CONCRETE MANHOLES ARE REQUIRED FOR ALL MANHOLES 5.0 FEET AND LESS IN DEPTH. CONCENTRIC CONES ARE TO BE INSTALLED ONALL MANHOLES WITH DEPTHS GREATER THAN 5.0 FEET.35. THE CONTRACTOR SHALL THICKEN FILLETS IN MANHOLES AT THE DIRECTION OF THE SECURITY SANITATION DISTRICT WHERE THE UPSTREAM LINES HAVE EXCESSIVEGRADES.36. ALL POLYVINYLCHLORIDE (PVC) PIPE SHALL BE IN CONFORMANCE WITH ASTM D3034 (GREEN IN COLOR) AND INSTALLED PER ASTM D2321. PIPE STANDARD DIMENSIONRATIO (SDR) OR PIPE STIFFNESS (PS) MAY VARY AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS.37. WHERE THE NEW SANITARY SEWER MAIN IS LESS THAN 18 VERTICAL INCHES UNDER A WATER MAIN, THE CONTRACTOR SHALL INSTALL A 20-FOOT LONG SEGMENT OFDUCTILE IRON PIPE (DIP) IN THE SANITARY SEWER MAIN CENTERED ON THE WATER MAIN CROSSING. THE DIP SHALL BE CONNECTED TO THE PVC SANITARY SEWER MAIN WITHWATERTIGHT FERNCO TYPE COUPLINGS ENCASED IN REINFORCED CONCRETE 12-INCHES LONG, 6-INCHES THICK. MATCH INVERTS OF THE DIP AND PVC PIPE.38. ALL DUCTILE IRON PIPING UTILIZED WITHIN THE SECURITY SANITATION DISTRICT SHALL HAVE AN INTERIOR COATING OR LINING IN ACCORDANCE WITH THEREQUIREMENTS OF THE SECURITY SANITATION DISTRICT DESIGN CRITERIA AND STANDARD SPECIFICATIONS SPECIFICALLY DESIGN, APPLIED AND INSTALLED FOR CORROSIONCONTROL.39. THE SANITARY SEWER PIPELINE SHALL BE INSTALLED IN STRAIGHT ALIGNMENTS BETWEEN MANHOLES UNLESS OTHERWISE APPROVED BY THE SECURITY SANITATIONDISTRICT.40. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING WASTEWATER PIPELINES OR MANHOLES AS A RESULT OF THEIR CONSTRUCTION ACTIVITY.41. ALL PIPELINES SHALL BE "AS BUILT" SURVEYED AND "AS BUILT" DRAWINGS SUBMITTED TO THE SECURITY SANITATION DISTRICT FOR REVIEW AND ACCEPTANCE. PAPER OR“HARD COPY” DRAWINGS AND ELECTRONIC AUTOCAD FILES ARE REQUIRED. REFER TO THE SECURITY SANITATION DISTRICT DESIGN CRITERIA AND STANDARDSPECIFICATIONS FOR THE REQUIRED ELECTRONIC FILE FORMAT, HORIZONTAL COORDINATE SYSTEM AND VERTICAL DATUM.42. THE CONTRACTOR SHALL PROCURE AND FAMILIARIZE HIMSELF WITH THE SECURITY SANITATION DISTRICT (SSD) SEWER USE REGULATIONS (SURS), THE SECURITYSANITATION DISTRICT DESIGN CRITERIA AND STANDARD SPECIFICATIONS AND THE SSD POLICIES, PROCEDURES AND AGREEMENTS PERTAINING TO THIS PROJECT PRIOR TOCOMMENCING CONSTRUCTION. A COPY OF THE DISTRICT'S SEWER USE REGULATIONS AND DESIGN CRITERIA AND STANDARD SPECIFICATIONS SHALL BE ON-SITE ANY TIMECONSTRUCTION IS BEING ACCOMPLISHED.43. MANHOLE ENTRY PERMIT: THE SECURITY SANITATION DISTRICT WILL AUTHORIZE THE CONTRACTOR TO ENTER DISTRICT-OWNED MANHOLES; HOWEVER, THE DISTRICT WILLNOT ISSUE AN "ENTRY PERMIT" TO THE CONTRACTOR FOR ANY CONFINED SPACE. PRIOR TO ANY ENTRY, THE CONTRACTOR SHALL PROVIDE HIS OWN PERSONNEL CAPABLEAND QUALIFIED TO ISSUE AN ENTRY PERMIT AND SHALL BE EQUIPPED FOR ENTRY INTO CONFINED SPACES. THE SECURITY SANITATION DISTRICT WILL ASSUME NORESPONSIBILITY FOR THE CONTRACTOR'S ENTRY INTO DISTRICT-OWNED MANHOLES.44. ALL MANHOLES SHALL HAVE A FOUR (4) FOOT INSIDE DIAMETER UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS.45. THE WARRANTY FOR COMPLETED WORK SHALL EXTEND FOR A TWO-YEAR PERIOD FROM THE DATE OF ACCEPTANCE OF THE PROJECT BY THE DISTRICT.46. OVERALL LOT GRADING TO BE COMPLETE PRIOR TO THE INSTALLATION OF ALL UTILITIES.
SLIP JOINT UPPER SECTION
BASMENT FOUNDATION"B" TYPE UNIT
PROVIDE UPPER VALVE BOXASSEMBLY w/"SEWER"" COVERIN PAVED AREAS (TYPICAL)
EXISTING HYDRANT REMOVAL DETAIL
SCALE: 1" = 20'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
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.0'
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'
84.0'
46.0
'
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'
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.0'
46.0
'
MAILKIOSKS
WHARF POINT(PRIVATE)
PORTS DOWN LN.(PRIVATE)
SUN
SEE
KER
CT.
(PRI
VA
TE)
PLEA
SAN
T PO
RT V
IEW
(PRI
VA
TE)
PLEASANT PORT VIEW(PRIVATE)
UNIT 1"S" TYPE
UNIT 2"S" TYPE
UNIT 3"S" TYPE
UNIT 4"S" TYPE
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UNIT 8"S" TYPE
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UNIT 11"B" TYPE
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UNIT 16"B" TYPE
UNIT 17"B" TYPE
UNIT 18"B" TYPE
UNIT 19"B" TYPE
UNIT 20"B" TYPE
UNIT 25"S" TYPE
UNIT 26"S" TYPE
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UNIT 28"S" TYPE
UNIT 29"S" TYPE
UNIT 30"S" TYPE
UNIT 31"S" TYPE
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UNIT 55"B" TYPE
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UNIT 62"B" TYPE
UNIT 63"S" TYPE
UNIT 64"S" TYPE
UNIT 65"S" TYPE
UNIT 66"S" TYPE
UNIT 67"S" TYPE
UNIT 68"S" TYPE
UNIT 69"S" TYPE
UNIT 70"S" TYPE
UNIT 71"S" TYPE
UNIT 72"S" TYPE
UNIT 73"S" TYPE
UNIT 74"S" TYPE
UNIT 75"S" TYPE
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UNIT 77"S" TYPE
UNIT 78"S" TYPE
40.0
0'EX
UTIL
, DRN
G &
AC
CES
S ES
MT
57.00'
YELL
OW
DO
CK
POIN
T(P
RIV
ATE
DRI
VE)
(REC
NO
2107
1308
3)
EX 20' UTIL ESMT (RECNO 210713083)
EX 7' UTIL & DRNG ESMT
(PLAT BK Z-2, PG 77)
58455845
5845
5841 5841
5842
5842
5842
5842
5842
5842
5842
5843
5843
5843 5843
5843
5844
5844
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5846
5846
5845
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5841
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5842
5842
5842
5843
5843
1+00 2+00 3+00 4+00 5+00 6+00
2+00 3+00 4+00 5+00 6+00 7+00
N=1,341,508.3269E=3,216,539.0561
N=1,341,509.8336E=3,216,338.5581
N=1,341,511.8661E=3,216,048.7867
N=1,341,693.3178E=3,216,542.4921
N=1,341,695.0438E=3,216,318.6961
N=1,341,696.8385E=3,216,050.1333
N=1,341,886.9875E=3,216,323.4236
8" PVC SANITARY SEWER (PUBLIC)8" PVC SANITARY SEWER (PUBLIC)
8" PVC SANITARY SEWER (PUBLIC)8" PVC SANITARY SEWER (PUBLIC)
8" P
VC
SA
NITA
RY S
EWER
(PUB
LIC
)
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
' 84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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42.0'
46.0
'
42.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
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84.0'
46.0
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84.0'
46.0
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84.0'
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84.0'
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84.0'46
.0'
84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
46.0
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84.0'
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84.0'
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84.0'
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84.0'
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84.0'
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84.0'
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84.0'
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84.0'
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84.0'
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'
46.0
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'
84.0'
46.0
'
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'
84.0'46
.0'
46.0
'
MAILKIOSKS
WHARF POINT(PRIVATE)
PORTS DOWN LN.(PRIVATE)
SUN
SEE
KER
CT.
(PRI
VA
TE)
PLEA
SAN
T PO
RT V
IEW
(PRI
VA
TE)
PLEASANT PORT VIEW(PRIVATE)
UNIT 1"S" TYPE
UNIT 2"S" TYPE
UNIT 3"S" TYPE
UNIT 4"S" TYPE
UNIT 5"S" TYPE
UNIT 6"S" TYPE
UNIT 7"S" TYPE
UNIT 8"S" TYPE
UNIT 9"B" TYPE
UNIT 10"B" TYPE
UNIT 11"B" TYPE
UNIT 12"B" TYPE
UNIT 13"B" TYPE
UNIT 14"B" TYPE
UNIT 15"B" TYPE
UNIT 16"B" TYPE
UNIT 17"B" TYPE
UNIT 18"B" TYPE
UNIT 19"B" TYPE
UNIT 20"B" TYPE
UNIT 25"S" TYPE
UNIT 26"S" TYPE
UNIT 27"S" TYPE
UNIT 28"S" TYPE
UNIT 29"S" TYPE
UNIT 30"S" TYPE
UNIT 31"S" TYPE
UNIT 32"S" TYPE
UNIT 21"B" TYPE
UNIT 22"B" TYPE
UNIT 23"B" TYPE
UNIT 24"B" TYPE
UNIT 33"S" TYPE
UNIT 34"S" TYPE
UNIT 35"S" TYPE
UNIT 36"S" TYPE
UNIT 37"S" TYPE
UNIT 38"S" TYPE
UNIT 39"S" TYPE
UNIT 40"S" TYPE
UNIT 41"S" TYPE
UNIT 42"S" TYPE
UNIT 43"S" TYPE
UNIT 44"S" TYPE
UNIT 45"S" TYPE
UNIT 46"S" TYPE
UNIT 47"S" TYPE
UNIT 48"S" TYPE
UNIT 49"B" TYPE
UNIT 50"B" TYPE
UNIT 51"S" TYPE
UNIT 52"S" TYPE
UNIT 53"S" TYPE
UNIT 54"S" TYPE
UNIT 55"B" TYPE
UNIT 56"B" TYPE
UNIT 57"B" TYPE
UNIT 58"B" TYPE
UNIT 59"B" TYPE
UNIT 60"B" TYPE
UNIT 61"B" TYPE
UNIT 62"B" TYPE
UNIT 63"S" TYPE
UNIT 64"S" TYPE
UNIT 65"S" TYPE
UNIT 66"S" TYPE
UNIT 67"S" TYPE
UNIT 68"S" TYPE
UNIT 69"S" TYPE
UNIT 70"S" TYPE
UNIT 71"S" TYPE
UNIT 72"S" TYPE
UNIT 73"S" TYPE
UNIT 74"S" TYPE
UNIT 75"S" TYPE
UNIT 76"S" TYPE
UNIT 77"S" TYPE
UNIT 78"S" TYPE
CAUTION: STA: 4+04.94WATER CROSSINGBTM OF 8" WTR=5837.89'TOP OF 8" SEW=5834.65'CLEARANCE = 3.24'
CAUTION: STA: 3+57.50WATER CROSSINGBTM OF 8" WTR=5838.59'TOP OF 8" SEW=5835.45'CLEARANCE = 3.14'
STA: 1+00.00 INSTALL1-8"x8" TEE w/CTRB & MJ RSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)1-SOLID SLEEVE COUPLING (SE)
INSTALL 78.0 LF 8" DIP WATER LINE (PUBLIC)
STA: 1+86.37 INSTALL 45.0° HORZ BEND w/MJ RSTRNTS & CTRB (0.50 CY)1-8" GATE VALVE W/BOX1-FOSTER ADAPTER (PUBLIC)
STA: 1+72.23 INSTALL 45.0° HORZ BENDw/ MJ RSTRNTS & CTRB (0.50 CY)
STA: 1+47.40 INSTALL1-8" TEEw/ MJ RSTRNTS & CTRB1-8" GATE VALVE w/BOX(0.75 CY)
STA: 1+67.00 INSTALL 1-8"X6" TEEW/ MJ RSTRNTS1-8" GATE VALVE W/ BOX1-6" GATE VALVE W/ BOX1-HYD ASSEMBLY6.0' BURY W/ CTRB (0.50 CY)FLANGE EL=5843.24'
STA: 3+89.77 INSTALL 1-8"X6" TEEW/ MJ RSTRNTS1-8" GATE VALVE W/BOX1-6" GATE VALVE W/ BOX1-HYD ASSEMBLY6.0' BURY W/CTRB (0.50 CY)FLANGE EL=5841.57'
STA: 5+90.29 INSTALL1-8"X8" TEE W/ CTRB & MJ RSTRNTS
3-8" GATE VLV W/ BOX (0.75 CY)1-SOLID SLEEVE COUPLING (S)
STA: 6+39.78 INSTALL1-8"x8" TEE w/ CTRB & MJRSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)1-SOLID SLEEVE COUPLING (S)STA: 4+16.00 / STA: 1+93.32 INSTALL
1-8"x8" TEE w/ CTRB & MJ RSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)
STA: 2+14.45 INSTALL1-8"X6" TEE W/ MJ RSTRNTS1-8" GATE VALVE W/ BOX1-6" GATE VALVE W/ BOX1-HYD ASSEMBLY6.0' BURY W/ CTRB (0.50 CY)FLANGE EL=5842.69'
STA: 2+01.04 INSTALL1-8"x8" TEE w/ CTRB & MJ RSTRNTS
3-8" GATE VLV w/ BOX (0.75 CY)
INSTALL 92.1 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 67.0 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 102.5 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 13.0 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 54.0 LF 8" DIP WATER LINE(PUBLIC)
STA: 0+04.58 INSTALL 45.0° HORZ BENDw/ MJ RSTRNTS & CTRB (0.50 CY)
INSTA
LL 182.3 LF 8" DIP W
ATER LIN
E (PUBLIC)
INSTALL 14.1 DIP WATER LINE (PUBLIC)
STA: 0+11.05 INSTALL1-8"X8" TEE W/ CTRB & MJ RSTRNTS2-8" GATE VLV W/ BOX (0.75 CY)
INSTALL 3.0 LF 8" DIP WATER LINEBETWEEN FITTINGS (TYP)
INSTALL 3.0 LF 8" DIP WATER LINE BETWEENFITTINGS (TYP)
INSTALL 92.2 LF 8" DIP WATER LINE (PUBLIC)
INSTA
LL 172.2 LF 8" DIP W
ATER LIN
E (PUBLIC)
INSTALL 204.5 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 3.0 LF 8" DIP WATER LINEBETWEEN FITTINGS (TYP)
STA: 1+00.00 INSTALL1-8"x8" TEE w/ CTRB & MJ RSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)1-SOLID SLEEVE COUPLING (S)
INSTALL 3.0 LF 8" DIP WATER LINEBETWEEN FITTINGS (TYP)
CAUTION: STA: 1+26.38WATER CROSSINGBTM OF 8" WTR=5839.65'TOP OF 8" SEW=5835.66'CLEARANCE = 3.99'
STA: 3+06.65 INSTALL1-8" GATE VALVE w/BOX (PUBLIC)
INSTALL 109.3 LF 8" DIP WATER LINE (PUBLIC)
STA: 5+18.44 INSTALL1-8" GATE VALVE w/BOX (PUBLIC)
INSTALL 121.3 LF 8" DIP WATER LINE (PUBLIC)
11.0'
11.0
'
28.0' UTILITYEASEMENT (PUBLIC)
28.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
24.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
28.0' UTILITYEASEMENT (PUBLIC)
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
11.0
'
11.1
'
STA: 2+59.18 INSTALL1-8" GATE VALVE w/BOX (PUBLIC)
INSTALL 130.6 LF 8" DIP WATER LINE (PUBLIC)INSTALL 122.5 LF 8" DIP WATER LINE (PUBLIC)
CAUTION: STA: 6+24.63WATER CROSSINGBTM OF 8" WTR=5840.22'TOP OF 8" SEW=5837.56'CLEARANCE = 2.66'
STA: 4+67.76 INSTALL1-8" GATE VALVE w/BOX (PUBLIC)
N=1,341,511.5077E=3,216,115.7825
N=1,341,696.5980E=3,216,117.1734
N=1,341,696.8111E=3,216,104.1747
N=1,341,877.3183E=3,216,320.037211
.0'
6.26'
REMOVE EXISTING45° BENDS
UTILITYEASEMENT (PUBLIC)
REMOVE EXISTING SERVICE ANDVALVE. PLUG EXISTING TEE.
BENCHMARK
EN
GIN
EE
RS
SU
RV
EY
OR
SM
VE
, IN
C.
MV
E, I
NC
.
1903 lelaray street, suite 200 colorado springs co 80909 719.635.5736
EN
GIN
EE
RS
SU
RV
EY
OR
S
CHECKED BY _____
DESIGNED BY
___________________
CHECKED BY _____ ___________________
REVISIONS
OF
AS-BUILTS BY
MVE DRAWING
MVE PROJECT
DRAWN BY
SHEET
61093
THE TOWNHOME ATBRADLEY CROSSROADS
UCP-WP1
UTILITY CONSTRUCTIONPLAN
WATER PLAN SHEET 1
3 7APRIL 2, 2019
C3.3
I-25
HAN
CO
CK
EXPR
ESSW
AY
AC
AD
EMY
BLV
D
LIN
CO
LN P
LAZA
DR
BRADLEY RD
MA
IN S
T
SITE
VICINITY MAPN.T.S.
GLADIATOR
0
1" = 20' 1:240
4020105
5830
5835
5840
5845
5850
1+50 2+00 2+50
INSTALL 3 LF DIP @ 0.0%
INSTALL 3 LFDIP @ 0.0%
STA
1+4
7.40
EL=5
837.
14'
INST
ALL
1-8
"X8"
TEE
w/
MJ
RSTR
NTS
& C
TRB
1-8"
GA
TE V
ALV
ESw
/ BO
X &
CTR
B(0
.75
CY)
STA
1+7
7.09
EL=5
836.
15'
2.1°
VER
T D
EFEC
T
STA
2+0
1.04
EL=5
836.
14'
INST
ALL
1-8
"X8"
TEE
w/
MJ
RSTR
NTS
& C
TRB
3-8"
GA
TE V
ALV
ESw
/ BO
X &
CTR
B(0
.75
CY)
STA
2+1
4.44
EL=5
836.
23'
INST
ALL
1-8
"X6"
TEE
w/
MJ
RSTR
NTS
1-6"
GA
TE V
ALV
E W
/ BO
X1-
HYD
ASS
EMBL
Y6.
0' B
URY
w/
CTR
B (0
.50
CY)
FLA
NG
E EL
=584
2.69
'
INSTALL 26.9 LF DIP @ 3.71%INSTALL 24.0 LF
DIP @ 0.0%
STA
2+0
4.45
EL=5
836.
14'
0.5°
VER
T D
EFEC
T
CONTRACTOR SHALL VERIFY LOCATION & INVERTELEVATION OF THE EXISTING MAIN PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCY.
STA
1+5
0.40
EL=5
837.
14'
2.1°
VER
T D
EFEC
T
4.3'
GRO
UND
CO
VER
(TYP
)
1+00
FF 5844.0' FF 5844.0'
FF 5844.0'FF 5844.0' FF 5844.5'
5842 5843
2+00
1.0%
0.5%
84.0'
84.0'
46.0
'
"B" TYPE "B" TYPE "B" TYPE
UNIT 17"B" TYPE
UNIT 18"B" TYPE
UNIT 19"B" TYPE
STA: 1+47.40 INSTALL1-8" TEEw/ MJ RSTRNTS & CTRB1-8" GATE VALVE w/BOX(0.75 CY)
STA: 2+14.45 INSTALL1-8"X6" TEE W/ MJ RSTRNTS1-8" GATE VALVE W/ BOX1-6" GATE VALVE W/ BOX1-HYD ASSEMBLY6.0' BURY W/ CTRB (0.50 CY)FLANGE EL=5842.69'
STA: 2+01.04 INSTALL1-8"x8" TEE w/ CTRB & MJ RSTRNTS
3-8" GATE VLV w/ BOX (0.75 CY)
INSTALL 13.0 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 54.0 LF 8" DIP WATER LINE(PUBLIC)
INSTALL 3.0 LF 8" DIP WATER LINE BETWEENFITTINGS (TYP)
INSTALL 92.2 LF 8" DIP WATER LINE (PUBLIC)
5+00
FF 5847.5' FF 5848.0' FF 5848.0'
FF 5846.0' FF 5846.5' FF 5846.5'
GF 5846.0' GF 5846.0'
5845
5845
5845
5845
5844
5844
6+00
84.0'
46.0
'
84.0'
46.0
'
UNIT 52"S" TYPE
UNIT 53"S" TYPE
UNIT 54"S" TYPE
UNIT 60"B" TYPE
UNIT 61"B" TYPE
UNIT 62"B" TYPE
28.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
11.0
'
STA: 6+39.78 INSTALL1-8"x8" TEE w/ CTRB & MJRSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)STA: 5+18.44 INSTALL
1-8" GATE VALVE w/BOX (PUBLIC)
INSTALL 121.3 LF 8" DIP WATER LINE (PUBLIC)
5830
5835
5840
5845
5850
5+50 6+00 6+50 7+00
INSTALL 3 LFDIP @ 0.0%
CAUTION:WATERCROSSINGBTM OF 8"WTR=5840.22'TOP OF 8"SEW=5837.56'CLEARANCE= 2.66'
STA
6+3
0.78
EL=5
840.
28'
0.6°
VER
T D
EFEC
T
STA
6+3
9.78
EL=5
840.
28'
INST
ALL
1-8
"X8"
TEE
w/
MJ
RSTR
NTS
& C
TRB
3-8"
GA
TE V
ALV
ESw
/ BO
X &
CTR
B(0
.75
CY)
INSTALL 208.8 LF DIP @ 1.06%
CONTRACTOR SHALL VERIFY LOCATION & INVERTELEVATION OF THE EXISTING MAIN PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCY.
1+00 1+50 2+00
INST
ALL
3.5
LF
DIP
@ 5
0.0%
INSTALL 3 LF DIP @ 0.0%
INSTALL 3 LF DIP @ 0.0%
STA
1+0
0.00
EL=5
835.
19'
INST
ALL
1-8
"X8"
TEE
w/
MJ
RSTR
NTS
& C
TRB
3-8"
GA
TE V
ALV
ESw
/ BO
X &
CTR
B(0
.75
CY)
STA
1+6
0.50
EL=5
835.
19'
INST
ALL
22.
5° V
ERT
BEN
Dw
/ M
J RS
TRN
TS &
CTR
B(0
.25
CY)
STA
1+6
4.00
EL=5
836.
94'
INST
ALL
22.
5° V
ERT
BEN
Dw
/ M
J RS
TRN
TS &
CTR
B(0
.25
CY)
STA
1+6
7.00
EL=5
836.
94'
INST
ALL
1-8
"X6"
TEE
w/
MJ
RSTR
NTS
1-8"
GA
TE V
ALV
E W
/ BO
X1-
6" G
ATE
VA
LVE
W/
BOX
1-HY
D A
SSEM
BLY
6.0'
BUR
Y w
/ C
TRB
(0.5
0 C
Y)FL
AN
GE
EL=5
843.
24'
STA
1+7
3.00
EL=5
836.
94'
0.5°
VER
T D
EFEC
T
INSTALL 54.5 LF DIP @ 0.0%
INSTALL CONCRETE REVERSE ANCHORAROUND CASING PIPE.(PER SECURITY WATER STD.)
CONTRACTOR SHALL VERIFY LOCATION & INVERTELEVATION OF THE EXISTING MAIN PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCY.
STA
1+2
5 BE
G. C
ASI
NG
STA
1+5
8 BE
G. C
ASI
NG
** 16 Ø STEEL CASING PIPE3/8" WALL
** CASING PIPE NOTE:
1. INSTALL CCI PIPING SYSTEMS CARRIER PIPEINSULATING SKIDS.2. END SEALS SHALL BE CCI PIPING SYSTEMS,MODEL ESW, WRAP-AROUND NEOPRENE RUBBERWITH STAINLESS STEEL BANDING.3. TWO FULL JOINTS OF DIP STA 1+23.3 TO 1+59.3.4. CASING PIPE TO BE 16" Ø STEEL x 0.375" MIN.WALLS.
4.3'
GRO
UND
CO
VER
(TYP
)
1+00
FF 5843.0'FF 5843.0' FF 5843.5' FF 5843.5'
FF 5842.5' FF 5842.5' FF 5843.0'FF 5843.0'
GF 5842.0' GF 5842.5'GF 5842.0' GF 5842.5'
1+00 2+00
0.5%
84.0'
84.0'
46.0
'
84.0'
"S" TYPE "S" TYPE "S" TYPE "S" TYPE
UNIT 33"S" TYPE
UNIT 34"S" TYPE
UNIT 35"S" TYPE
UNIT 36"S" TYPE
11.0
'
8" DIP WATER LINE (PUBLIC)
STA: 1+67.00 INSTALL 1-8"X6" TEEW/ MJ RSTRNTS1-8" GATE VALVE W/ BOX1-6" GATE VALVE W/ BOX1-HYD ASSEMBLY6.0' BURY W/ CTRB (0.50 CY)FLANGE EL=5843.24'
INSTALL 92.1 LF 8" DIP WATER LINE (PUBLIC)
INSTALL 67.0 LF 8" DIP WATER LINE (PUBLIC)
STA: 1+00.00 INSTALL1-8"x8" TEE w/ CTRB & MJ RSTRNTS3-8" GATE VLV w/ BOX (0.75 CY)
INSTALL 3.0 LF 8" DIP WATER LINEBETWEEN FITTINGS (TYP)
5830
5835
5840
5845
5850
5+00 5+50 6+00 6+50
INSTALL 3
0.2 LF D
IP @ 6.89%
INSTALL 3 LF DIP @ 0.0%
EXISTING GROUND
STA
5+5
0.00
EL=5
840.
68'
INST
ALL
LO
NG
BO
DY
MEC
HAN
ICA
LJO
INT
SOLI
D S
LEEV
E, T
OTA
L V
ERT
DEF
ECT
= 3.
9°
STA
5+8
1.29
EL=5
842.
84'
INST
ALL
LO
NG
BO
DY
MEC
HAN
ICA
LJO
INT
SOLI
D S
LEEV
E, T
OTA
L V
ERT
DEF
ECT
= 3.
9°
STA
5+9
0.29
EL=5
842.
84'
INST
ALL
1-8
"X8"
TEE
w/
MJ
RSTR
NTS
& C
TRB
3-8"
GA
TE V
ALV
ESw
/ BO
X &
CTR
B(0
.75
CY)
CONTRACTOR SHALL VERIFY LOCATION & INVERTELEVATION OF THE EXISTING MAIN PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCY.
5+00 6+00
FF 5846.0' FF 5846.0' FF 5846.5' FF 5846.5'
GF 5845.0'
FF 5845.5'FF 5845.5'
GF 5845.5'GF 5845.5'
FF 5846.0'FF 5846.0'
5850
5847
5848
5849
5+00 6+00
84.0'
84.0'
84.0'
46.0
'
"S" TYPE "S" TYPE "S" TYPE "S" TYPE
UNIT 75"S" TYPE
UNIT 76"S" TYPE
UNIT 77"S" TYPE
UNIT 78"S" TYPE
10.0
'
8" PVC SANITARY SEWER (PUBLIC)
STA: 5+90.29 INSTALL1-8"X8" TEE W/ CTRB & MJ RSTRNTS
3-8" GATE VLV W/ BOX (0.75 CY)
INSTALL 3.0 LF 8" DIP WATER LINEBETWEEN FITTINGS (TYP)
INSTALL 122.5 LF 8" DIP WATER LINE (PUBLIC)
STA: 4+67.76 INSTALL1-8" GATE VALVE w/BOX (PUBLIC)
CHECKED BYDRAWN BYDESIGNED BY
MVE DRAWING
MVE PROJECT
CHECKED BY SHEET OFAS-BUILTS BY
E N G I N E E R S S U R V E Y O R SMVE , INC .
1903 lelaray street, suite 200 colorado springs, co 80909 ph 719.635.5736 www.mvecivil.com
E N G I N E E R S S U R V E Y O R SMVE , INC .
DESIGN DATA:
SIDEWALKS: WIDTH
LOCATION: AttachedDetached
DESIGN SPEED
CURB TYPE: 1 2 3 4 5
ROW WIDTH: FL-FL
STREET TYPE:
PAVEMENT:
TYPE: HMA PCC
THICKNESS:
COMPOSITE SECTION:
HMA BASE
SUBGRADE STABILIZATION:
CHEMICAL MECHANICAL TYPE THICKNESS
STATEMENT:
RESUBMITTAL REQUIRED IFCONSTRUCTION HAS NOTCOMMENCED WITHIN 180 DAYSAFTER REVIEW DATE.
REVIEW:
STREET DESIGN FOR CITY ENGINEERING:
UTILITY GRADE REVIEW DATE
CURB & GUTTER REVIEW DATE
FINAL REVIEW DATE
DRAINAGE DESIGN DATE
UCP-WP261093
C3.4
WATER PLAN STEET 2
4 7
WATER MAIN PROFILESAPRIL 2, 2019
UTILITY CONSTRUCTIONPLAN
HORIZONTAL SCALE
0
VER
TICA
L SC
ALE
0
1" = 20' 1:240
4020105
1" =
10'
1:1
20
10
5
1
THE TOWNHOMES ATBRADLEY CROSSROADS
WHARF POINTYELLOW DOCK POINT
WHARF POINTPLEASANT PORT VIEW
PORTS DOWN LANEYELLOW DOCK POINT
PORTS DOWN LANEPLEASANT PORT VIEW
WHARF POINT PROFILESCALE: (H) 1" = 20' (V) 1" = 2'
START STA 0+50.00, END STA 5+50.00
5825
5830
5835
5840
5845
5850
5825
5830
5835
5840
5845
5850
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
EX M
H - 4
' DIA
STA
-0+8
0.79
(3.9
9' R
)N
: 134
1685
.87
E: 3
2160
69.5
9RI
M: 5
842.
89'
INV
IN=5
832.
44' (
E)
CONTRACTOR SHALL VERIFY LOCATION& INVERT ELEVATION OF THE EXISTINGMAIN PRIOR TO CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCY.
PROPOSED GROUND
EXISTING GROUND
CAUTION:WATER CROSSINGBTM OF 6" WTR=5835.51'TOP OF 8" SEW=5833.34'CLEARANCE = 2.17'
MH-
2 - 4
' DIA
STA
-3+1
8.79
(3.9
9' R
)N
: 134
1684
.08
E: 3
2163
07.5
7RI
M: 5
843.
09'
INV
IN=5
833.
93' (
E)IN
V IN
=583
3.93
' (N
)IN
V IN
=583
3.93
' (S)
INV
OUT
=583
3.63
' (W
)
MH-
3 - 4
' DIA
STA
-5+0
8.80
(3.9
9' R
)N
: 134
1682
.66
E: 3
2164
97.5
8RI
M: 5
845.
53'
INV
OUT
=583
4.88
' (W
)
238.00 LF 8" PVC SAN SEW @ 0.50%(PUBLIC)
190.00 LF 8" PVC SAN SEW @ 0.50%
(PUBLIC)
UNIT 9"B" TYPE
UNIT 10"B" TYPE
UNIT 11"B" TYPE
UNIT 12"B" TYPE
UNIT 13"B" TYPE
UNIT 14"B" TYPE
UNIT 15"B" TYPE
UNIT 16"B" TYPE
UNIT 17"B" TYPE
UNIT 18"B" TYPE
UNIT 19"B" TYPE
UNIT 20"B" TYPE
UNIT 21"B" TYPE
UNIT 22"B" TYPE
UNIT 23"B" TYPE
UNIT 24"B" TYPE
UNIT 49"B" TYPE
UNIT 50"B" TYPE
UNIT 51"S" TYPE
UNIT 52"S" TYPE
UNIT 53"S" TYPE
UNIT 54"S" TYPE
UNIT 55"B" TYPE
UNIT 56"B" TYPE
UNIT 57"B" TYPE
UNIT 58"B" TYPE
UNIT 59"B" TYPE
UNIT 60"B" TYPE
UNIT 61"B" TYPE
UNIT 62"B" TYPE
10.00'
28.0' UTILITYEASEMENT (PUBLIC)
28.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
28.0' UTILITY
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
10.0'
8" DIP WATER LINE (PUBLIC) 8" DIP WATER LINE (PUBLIC)
11.0'
11.0
'
11.1
'0+00 1+00 2+00 3+00 4+00 5+00
2+00
3+00
GF 5842.5' GF 5843.5' GF 5843.0' GF 5843.0' GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'
FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5' FF 5846.5' FF 5847.0' FF 5847.0' FF 5847.5' FF 5847.5' FF 5848.0' FF 5848.0'FF 5844.0' FF 5844.0' FF 5844.5' FF 5844.5'
GF 5845.0' GF 5845.0'
FF 5846.5' FF 5846.5'
FF 5844.0'FF 5844.0' FF 5844.5' FF 5844.5' FF 5845.5' FF 5845.5'FF 5845.0' FF 5845.0'
GF 5845.5' GF 5845.5'
FF 5846.0' FF 5846.0' FF 5846.5' FF 5846.5'
GF 5846.0' GF 5846.0'
GF 5845.0' GF 5845.5' GF 5845.5' GF 5846.0' GF 5846.0' GF 5846.5' GF 5846.5'
FF 5846.5'
GF 5845.0'
57.00'EX UTIL, DRNG &
ACCESS ESMT
(REC NO210713083)
EX 10' DRNG ESMT (REC NO 210713083)
EX 7' UTIL & DRNG ESMT
(PLAT BK Z-2, PG 77)
UNIT 25"S" TYPE
UNIT 26"S" TYPE
UNIT 27"S" TYPE
UNIT 28"S" TYPE
UNIT 29"S" TYPE
UNIT 30"S" TYPE
UNIT 31"S" TYPE
UNIT 32"S" TYPE
UNIT 33"S" TYPE
UNIT 34"S" TYPE
UNIT 35"S" TYPE
UNIT 36"S" TYPE
UNIT 37"S" TYPE
UNIT 38"S" TYPE
UNIT 39"S" TYPE
UNIT 40"S" TYPE
UNIT 63"S" TYPE
UNIT 64"S" TYPE
UNIT 65"S" TYPE
UNIT 66"S" TYPE
UNIT 67"S" TYPE
UNIT 68"S" TYPE
UNIT 69"S" TYPE
UNIT 70"S" TYPE
UNIT 71"S" TYPE
UNIT 72"S" TYPE
UNIT 73"S" TYPE
UNIT 74"S" TYPE
UNIT 75"S" TYPE
UNIT 76"S" TYPE
UNIT 77"S" TYPE
UNIT 78"S" TYPE
24.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
10.0
'
8" DIP WATER LINE (PUBLIC) 8" DIP WATER LINE (PUBLIC)
11.0
'
0+00 1+00 2+00 3+00 4+00 5+00
0+00
1+00
FF 5843.0'FF 5843.0' FF 5843.5' FF 5843.5' FF 5844.5' FF 5844.5'FF 5844.0' FF 5844.0' FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5' FF 5846.0' FF 5846.0' FF 5846.5' FF 5846.5'
GF 5844.0' GF 5844.0'
FF 5844.5' FF 5844.5'
GF 5844.5' GF 5844.5'
FF 5845.0' FF 5845.0'
GF 5845.0'GF 5845.0'
FF 5845.5'FF 5845.5'
GF 5845.5'GF 5845.5'
FF 5846.0'FF 5846.0'FF 5843.5'
GF 5843.0'
FF 5843.5'
GF 5843.0' GF 5843.5' GF 5843.5'
FF 5844.0' FF 5844.0'FF 5842.5' FF 5842.5' FF 5843.0'FF 5843.0'
GF 5842.0' GF 5842.5'GF 5842.0' GF 5842.5'
PORTS DOWN PROFILESCALE: (H) 1" = 20' (V) 1" = 2'
START STA 0+00.00, END STA 5+50.00
5830
5835
5840
5845
5850
5855
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
MH-
5 - 4
' DIA
STA
-0+6
9.58
(5.0
0' R
)N
: 134
1500
.94
E: 3
2160
58.6
9RI
M: 5
841.
00'
INV
OUT
=583
6.39
' (E)
PROPOSED GROUND
EXISTING GROUND
CONTRACTOR SHALL VERIFY LOCATION& INVERT ELEVATION OF THE EXISTINGMAIN PRIOR TO CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCY.
MH-
6 - 4
' DIA
STA
-3+1
7.09
(5.0
0' R
)N
: 134
1499
.08
E: 3
2163
06.1
9RI
M: 5
843.
48'
INV
IN=5
835.
16' (
E)IN
V IN
=583
5.16
' (W
)IN
V O
UT=5
834.
86' (
N)
MH-
7 - 4
' DIA
STA
-5+3
0.74
(5.0
0' R
)N
: 134
1497
.47
E: 3
2165
19.8
4RI
M: 5
848.
74'
INV
OUT
=583
7.38
' (W
)
213.65 LF 8" PVC SAN SEW @ 1.04%
(PUBLIC)247.51 LF 8" PVC SAN SEW @ 0.50%(PUBLIC)
STA
0+9
7.47
EL=5
836.
08'
STA
1+1
5.47
EL=5
835.
99'
18 LF 12" STEELCASING PIPE
CHECKED BYDRAWN BYDESIGNED BY
MVE DRAWING
MVE PROJECT
CHECKED BY SHEET OFAS-BUILTS BY
E N G I N E E R S S U R V E Y O R SMVE , INC .
1903 lelaray street, suite 200 colorado springs, co 80909 ph 719.635.5736 www.mvecivil.com
E N G I N E E R S S U R V E Y O R SMVE , INC .
DESIGN DATA:
SIDEWALKS: WIDTH
LOCATION: AttachedDetached
DESIGN SPEED
CURB TYPE: 1 2 3 4 5
ROW WIDTH: FL-FL
STREET TYPE:
PAVEMENT:
TYPE: HMA PCC
THICKNESS:
COMPOSITE SECTION:
HMA BASE
SUBGRADE STABILIZATION:
CHEMICAL MECHANICAL TYPE THICKNESS
STATEMENT:
RESUBMITTAL REQUIRED IFCONSTRUCTION HAS NOTCOMMENCED WITHIN 180 DAYSAFTER REVIEW DATE.
REVIEW:
STREET DESIGN FOR CITY ENGINEERING:
UTILITY GRADE REVIEW DATE
CURB & GUTTER REVIEW DATE
FINAL REVIEW DATE
DRAINAGE DESIGN DATE
UCP-SEW161093
C3.5
SANITARY SEWER PLAN 1
5 7
WHARF POINTPORTS DOWN
APRIL 2, 2019
UTILITY CONSTRUCTIONPLAN
VICINITY MAPNOT TO SCALE
HORIZONTAL SCALE
0
VER
TICA
L SC
ALE
0
1" = 40' 1:480
80402010
1" =
4'
1:48
4
2
0.5
I-25
HAN
CO
CK
EXPR
ESSW
AY
AC
AD
EMY
BLV
D
LIN
CO
LN P
LAZA
DR
BRADLEY RD
MA
IN S
T
SITE
VICINITY MAPN.T.S.
GLADIATOR
THE TOWNHOMES ATBRADLEY CROSSROADS
SUN SEEKER PROFILESCALE: (H) 1" = 20' (V) 1" = 2'
START STA 0+50.00, END STA 5+50.00
5825
5830
5835
5840
5845
5850
5825
5830
5835
5840
5845
5850
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROPOSED GROUND
EXISTING GROUNDCAUTION:WATER CROSSINGBTM OF 8" WTR=5838.59'TOP OF 8" SEW=5835.45'CLEARANCE = 3.14'
CONTRACTOR SHALL VERIFY LOCATION& INVERT ELEVATION OF THE EXISTINGMAIN PRIOR TO CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCY.
MH-
4 - 4
' DIA
STA
-3+5
8.00
(-4.
99' L
)N
: 134
1762
.07
E: 3
2163
08.1
8RI
M: 5
843.
94'
INV
IN=5
834.
62' (
E)IN
V IN
=583
4.62
' (N
)IN
V O
UT=5
834.
32' (
S)
MH-
9 - 4
' DIA
STA
-4+6
2.33
(-5.
00' L
)N
: 134
1866
.40
E: 3
2163
08.9
5RI
M: 5
843.
40'
INV
IN=5
835.
44' (
W)
INV
OUT
=583
5.14
' (S)
MH-
2 - 4
' DIA
STA
-3+1
8.79
(3.9
9' R
)N
: 134
1684
.08
E: 3
2163
07.5
7RI
M: 5
843.
09'
INV
IN=5
833.
93' (
E)IN
V IN
=583
3.93
' (N
)IN
V IN
=583
3.93
' (S)
INV
OUT
=583
3.63
' (W
)
MH-
6 - 4
' DIA
STA
-3+1
7.09
(5.0
0' R
)N
: 134
1499
.08
E: 3
2163
06.1
9RI
M: 5
843.
48'
INV
IN=5
835.
16' (
E)IN
V IN
=583
5.16
' (W
)IN
V O
UT=5
834.
86' (
N)
CAUTION:WATER CROSSINGBTM OF 8" WTR=5837.89'TOP OF 8" SEW=5834.65'CLEARANCE = 3.24'
185.01 LF 8" PVC SAN SEW @ 0.50%(PUBLIC) 77.99 LF 8" PVC SAN SEW @ 0.50%
(PUBLIC)
104.33 LF 8" PVC SAN SEW @ 0.50%(PUBLIC)
"S" TYPEUN
IT 6"S" TYPE
UNIT 7
"S" TYPEUN
IT 8"S" TYPE
UNIT 13
"B" TYPEUN
IT 14"B" TYPE
UNIT 15
"B" TYPEUN
IT 16"B" TYPE
UNIT 30
"S" TYPEUN
IT 31"S" TYPE
UNIT 32
"S" TYPE
UNIT 21
"B" TYPEUN
IT 22"B" TYPE
UNIT 23
"B" TYPEUN
IT 24"B" TYPE
UNIT 38
"S" TYPEUN
IT 39"S" TYPE
UNIT 40
"S" TYPE
UNIT 41
"S" TYPEUN
IT 42"S" TYPE
UNIT 43
"S" TYPE
UNIT 49
"B" TYPE
UNIT 55
"B" TYPEUN
IT 56"B" TYPE
UNIT 57
"B" TYPE
UNIT 63
"S" TYPEUN
IT 64"S" TYPE
UNIT 65
"S" TYPE
UNIT 71
"S" TYPEUN
IT 72"S" TYPE
UNIT 73
"S" TYPEUN
IT 74"S" TYPE
28.0' UTILITYEA
SEMEN
T (PUBLIC)
24.0' UTILITYEASEMENT (PUBLIC)
28.0' UTILITYEA
SEMEN
T (PUBLIC)
20.0' UTILITYEASEMENT (PUBLIC)
11.0'
11.0'
8" DIP W
ATER LIN
E (PUBLIC)
8" DIP W
ATER LIN
E (PUBLIC)
8" DIP W
ATER LIN
E (PUBLIC)
8" DIP WATER LINE (PUBLIC)
GLA
DIA
TOR D
RIVE
(PUBLIC 60' RO
W)
ZON
E: CC
BRAD
LEY INV
ESTMEN
TG
ROUP LLC
3+00
4+00
3+00
4+00
0+00 1+00 2+00 3+00 4+00 5+00
GF 5844.0'G
F 5844.0'
FF 5844.5'
GF 5844.5'G
F 5844.5'
FF 5845.0'FF 5845.0'
GF 5845.0'G
F 5845.0'
FF 5845.5'FF 5845.5'
GF 5845.5'
FF 5846.0'
GF 5843.5'G
F 5843.5'GF 5844.0'G
F 5844.0'
FF 5845.0'FF 5845.0'
FF 5845.5'FF 5845.5'
FF 5846.5'FF 5847.0'
GF 5845.0'
FF 5846.5'
GF 5843.5'G
F 5843.5'GF 5844.0'G
F 5844.0'
FF 5845.5'FF 5845.5'
FF 5845.0'FF 5845.0'
GF 5843.5'G
F 5843.5'GF 5844.0'G
F 5844.0'
FF 5844.5'FF 5844.5'
FF 5844.0'
GF 5844.5'G
F 5844.5'GF 5845.0'
FF 5845.0'FF 5845.0'
FF 5845.5'
GF 5844.0'G
F 5844.0'
FF 5844.5'FF 5844.5'
GF 5844.5'G
F 5844.5'
FF 5845.0'FF 5845.0'
FF 5843.5'
GF 5843.0'
GF 5843.5'G
F 5843.5'
FF 5844.0' FF 5844.0'
GF 5845.0'
GF 5845.5'
FF 5846.5'
GF 5845.0'
1+00
1+00
3+00
4+00
4+00
UNIT 1"S" TYPE
UNIT 2"S" TYPE
UNIT 3"S" TYPE
UNIT 4"S" TYPE
UNIT 5"S" TYPE
UNIT 6"S" TYPE
UNIT 7"S" TYPE
UNIT 8"S" TYPE
UNIT 41"S" TYPE
UNIT 42"S" TYPE
UNIT 43"S" TYPE
UNIT 44"S" TYPE
8" DIP W
ATER LIN
E (PUBLIC)
4+00
FF 5843.5'FF 5843.5'
GF 5843.0' GF 5843.0'
FF 5844.0'FF 5844.0'
GF 5843.5'GF 5843.5'GF 5844.0'GF 5844.0'
FF 5844.5'FF 5844.5'
GF 5844.5'GF 5844.5'
FF 5845.0'FF 5845.0'
FF 5845.5'FF 5845.5'FF 5846.0'FF 5846.0'
0+00 1+00 2+00 3+00
PLEASANT PORT PROFILESCALE: (H) 1" = 20' (V) 1" = 2'
START STA 0+00.00, END STA 3+82.50
5830
5835
5840
5845
5850
5830
5835
5840
5845
5850
0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+82
MH-
9 - 4
' DIA
STA
-4+6
2.33
(-5.
00' L
)N
: 134
1866
.40
E: 3
2163
08.9
5RI
M: 5
843.
40'
INV
OUT
=583
5.14
' (S)
MH-
10 -
4' D
IAST
A-4
+62.
33 (-
177.
50' L
)N
: 134
1867
.70
E: 3
2161
36.4
6RI
M: 5
841.
67'
INV
OUT
=583
6.30
' (E)
CONTRACTOR SHALL VERIFY LOCATION& INVERT ELEVATION OF THE EXISTINGMAIN PRIOR TO CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCY.
PROPOSED GROUNDEXISTING GROUND
172.50 LF 8" PVC SAN SEW @ 0.50%
(PUBLIC)
UNIT 13"B" TYPE
UNIT 14"B" TYPE
UNIT 15"B" TYPE
UNIT 16"B" TYPE
"S" TYPE "S" TYPE "S" TYPEUNIT 44"S" TYPE
UNIT 45"S" TYPE
UNIT 46"S" TYPE
UNIT 47"S" TYPE
UNIT 48"S" TYPE
UNIT 49 UNIT 50 UNIT 51 UNIT 52 UNIT 53 UNIT 54
28.0' UTILITYEASEMENT (PUBLIC)
28.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
11.0'
8" D
IP W
ATE
R LI
NE
(PUB
LIC
)
4+00
GF 5844.0'GF 5844.0' GF 5844.5'GF 5844.5'
GF 5845.0'GF 5845.0' GF 5845.5'GF 5845.5' GF 5846.0'GF 5846.0' GF 5846.5' GF 5846.5'
GF 5845.0' GF 5845.0'
GF 5843.5' GF 5843.5' GF 5844.0'GF 5844.0'
FF 5845.5' FF 5845.5'FF 5845.0' FF 5845.0'
GF 5845.5' GF 5845.5' GF 5846.0'GF 5846.0'
0+00 1+00 2+00 3+00 3+92.50
NORTHEAST ALLEY PROFILESCALE: (H) 1" = 20' (V) 1" = 2'
START STA 0+00.00, END STA 3+92.50
5825
5830
5835
5840
5845
5850
5825
5830
5835
5840
5845
5850
0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+92
CONTRACTOR SHALL VERIFY LOCATION& INVERT ELEVATION OF THE EXISTINGMAIN PRIOR TO CONSTRUCTION. NOTIFYENGINEER OF ANY DISCREPANCY.
MH-
8 - 4
' DIA
STA
-3+5
8.00
(187
.50'
R)
N: 1
3417
60.6
2E:
321
6500
.67
RIM
: 584
5.42
'IN
V O
UT=5
838.
62' (
W)M
H-4
- 4' D
IAST
A-3
+58.
00 (-
4.99
' L)
N: 1
3417
62.0
7E:
321
6308
.18
RIM
: 584
3.94
'IN
V IN
=583
4.62
' (E)
INV
IN=5
834.
62' (
N)
INV
OUT
=583
4.32
' (S)
PROPOSED GROUND
EXISTING GROUND
CAUTION: STA: 1+26.38WATER CROSSINGBTM OF 8" WTR=5839.65'TOP OF 8" SEW=5835.66'CLEARANCE = 3.99'
192.49 LF 8" PVC SAN SEW @ 2.08%
(PUBLIC)
CHECKED BYDRAWN BYDESIGNED BY
MVE DRAWING
MVE PROJECT
CHECKED BY SHEET OFAS-BUILTS BY
E N G I N E E R S S U R V E Y O R SMVE , INC .
1903 lelaray street, suite 200 colorado springs, co 80909 ph 719.635.5736 www.mvecivil.com
E N G I N E E R S S U R V E Y O R SMVE , INC .
DESIGN DATA:
SIDEWALKS: WIDTH
LOCATION: AttachedDetached
DESIGN SPEED
CURB TYPE: 1 2 3 4 5
ROW WIDTH: FL-FL
STREET TYPE:
PAVEMENT:
TYPE: HMA PCC
THICKNESS:
COMPOSITE SECTION:
HMA BASE
SUBGRADE STABILIZATION:
CHEMICAL MECHANICAL TYPE THICKNESS
STATEMENT:
RESUBMITTAL REQUIRED IFCONSTRUCTION HAS NOTCOMMENCED WITHIN 180 DAYSAFTER REVIEW DATE.
REVIEW:
STREET DESIGN FOR CITY ENGINEERING:
UTILITY GRADE REVIEW DATE
CURB & GUTTER REVIEW DATE
FINAL REVIEW DATE
DRAINAGE DESIGN DATE
UCP-SEW261093
C3.6
SANITARY SEWER PLAN 2
6 7
SUN SEEKERPLEASANT PORT
APRIL 2, 2019
UTILITY CONSTRUCTIONPLAN
VICINITY MAPNOT TO SCALE
HORIZONTAL SCALE
0
VER
TICA
L SC
ALE
0
1" = 40' 1:480
80402010
1" =
4'
1:48
4
2
0.5
I-25
HAN
CO
CK
EXPR
ESSW
AY
AC
AD
EMY
BLV
D
LIN
CO
LN P
LAZA
DR
BRADLEY RD
MA
IN S
T
SITE
VICINITY MAPN.T.S.
GLADIATOR
THE TOWNHOMES ATBRADLEY CROSSROADS
YELL
OW
DO
CK
POIN
T(P
RIV
ATE
DRI
VE)
84.0'
46.0
'84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
' 84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
42.0'
46.0
'
42.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'46
.0'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
84.0'
46.0
'
15' L
ND
SCP
STBK
15' S
ETBA
CK
25' SETBACK
25' SETBACK
15' LNDSCP STBK
15' S
ETBA
CK
10' L
ND
SCP
STBK
MAILKIOSKS
WHARF POINT(PRIVATE)
PORTS DOWN LN.(PRIVATE)
SUN
SEE
KER
CT.
(PRI
VA
TE)
PLEA
SAN
T PO
RT V
IEW
(PRI
VA
TE)
PLEASANT PORT VIEW(PRIVATE)
UNIT 1"S" TYPE
UNIT 2"S" TYPE
UNIT 3"S" TYPE
UNIT 4"S" TYPE
UNIT 5"S" TYPE
UNIT 6"S" TYPE
UNIT 7"S" TYPE
UNIT 8"S" TYPE
UNIT 9"B" TYPE
UNIT 10"B" TYPE
UNIT 11"B" TYPE
UNIT 12"B" TYPE
UNIT 13"B" TYPE
UNIT 14"B" TYPE
UNIT 15"B" TYPE
UNIT 16"B" TYPE
UNIT 17"B" TYPE
UNIT 18"B" TYPE
UNIT 19"B" TYPE
UNIT 20"B" TYPE
UNIT 25"S" TYPE
UNIT 26"S" TYPE
UNIT 27"S" TYPE
UNIT 28"S" TYPE
UNIT 29"S" TYPE
UNIT 30"S" TYPE
UNIT 31"S" TYPE
UNIT 32"S" TYPE
UNIT 21"B" TYPE
UNIT 22"B" TYPE
UNIT 23"B" TYPE
UNIT 24"B" TYPE
UNIT 33"S" TYPE
UNIT 34"S" TYPE
UNIT 35"S" TYPE
UNIT 36"S" TYPE
UNIT 37"S" TYPE
UNIT 38"S" TYPE
UNIT 39"S" TYPE
UNIT 40"S" TYPE
UNIT 41"S" TYPE
UNIT 42"S" TYPE
UNIT 43"S" TYPE
UNIT 44"S" TYPE
UNIT 45"S" TYPE
UNIT 46"S" TYPE
UNIT 47"S" TYPE
UNIT 48"S" TYPE
UNIT 49"B" TYPE
UNIT 50"B" TYPE
UNIT 51"S" TYPE
UNIT 52"S" TYPE
UNIT 53"S" TYPE
UNIT 54"S" TYPE
UNIT 55"B" TYPE
UNIT 56"B" TYPE
UNIT 57"B" TYPE
UNIT 58"B" TYPE
UNIT 59"B" TYPE
UNIT 60"B" TYPE
UNIT 61"B" TYPE
UNIT 62"B" TYPE
UNIT 63"S" TYPE
UNIT 64"S" TYPE
UNIT 65"S" TYPE
UNIT 66"S" TYPE
UNIT 67"S" TYPE
UNIT 68"S" TYPE
UNIT 69"S" TYPE
UNIT 70"S" TYPE
UNIT 71"S" TYPE
UNIT 72"S" TYPE
UNIT 73"S" TYPE
UNIT 74"S" TYPE
UNIT 75"S" TYPE
UNIT 76"S" TYPE
UNIT 77"S" TYPE
UNIT 78"S" TYPE
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
OD
CO
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
DC
O
8" P
VC
SA
NITA
RY S
EWER
(PUB
LIC
)
8" D
IP W
ATE
R M
AIN
(PUB
LIC
)
EXISTING 8" PVC SANITARY SEWER (PUBLIC)
EXISTING 8" DIP WATER MAIN (PUBLIC)
8" PVC SANITARY SEWER (PUBLIC)
8" DIP WATER MAIN (PUBLIC)
11.0'
28.0' UTILITYEASEMENT (PUBLIC)
24.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
28.0' UTILITYEASEMENT (PUBLIC)
20.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
14.6
'
11.0
'
10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5'
28.5'32.0'10.0'32.0'22.0'32.0'10.0'32.0'
18.2'21.0'21.0'21.0'33.0'21.0'21.0'
39.3'67.0'
28.4'38.7'
8" DIP WATER MAIN (PUBLIC)
8" DIP WATER MAIN (PUBLIC)
38.3'
28.0
' UTIL
ITYEA
SEM
ENT
(PUB
LIC
)
8" D
IP W
ATE
R M
AIN
(PUB
LIC
)
EXIS
TING
8" P
VC
SA
NITA
RY S
EWER
(PUB
LIC
)
EXIS
TING
8" D
IP W
ATE
R M
AIN
(PUB
LIC
)
10.0' 12.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 12.0' 10.0'
15.0'12.0'15.0' 12.0'15.0'12.0'15.0' 12.0'
12.0' 12.0' 18.0'12.0'
16.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 16.0'
13.0' 16.0' 13.0'
4.0'
3.0' 24.0'
3.0' 12.0' 3.0'
24.0'
3.0' 24.0' 3.0'
24.0'
3.0' 12.0' 3.0'
24.0'
3.0' 29.5' 17.5'
30.0'
6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0'
6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 13.0' 13.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0'
6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0' 6.0' 10.0' 10.0' 10.0' 12.0' 10.0' 10.0' 10.0' 6.0'
4.0'
3.0' 24.0'
3.0' 12.0' 3.0'
24.0'
3.0' 16.2' 7.8' 3.0'
24.0'
3.0' 12.0' 3.0'
27.0'
9.0' 26.0'
3.0'
12.8' 14.2'
9.0'
3.0' 15.0' 15.0' 12.0' 12.0' 12.0' 18.0' 9.0'
3.0'
15.0' 15.0' 9.0'
ALIGNED TO AVOIDLANDSCAPING
9.0'12.0'9.0'12.0'9.0'12.0'9.0'11.0'
10.0'3.0'
30.0'
3.0'
9.0'
0
1" = 20' 1:240
4020105
C3.7
I-25
HAN
CO
CK
EXPR
ESSW
AY
AC
AD
EMY
BLV
D
LIN
CO
LN P
LAZA
DR
BRADLEY RD
MA
IN S
T
SITE
VICINITY MAPN.T.S.
GLADIATOR
BENCHMARK
EN
GIN
EE
RS
SU
RV
EY
OR
SM
VE
, IN
C.
MV
E, I
NC
.
1903 lelaray street, suite 200 colorado springs co 80909 719.635.5736
EN
GIN
EE
RS
SU
RV
EY
OR
S
CHECKED BY _____
DESIGNED BY
___________________
CHECKED BY _____ ___________________
REVISIONS
OF
AS-BUILTS BY
MVE DRAWING
MVE PROJECT
DRAWN BY
SHEET
61093
THE TOWNHOME ATBRADLEY CROSSROADS
UCP-USP
UTILITY CONSTRUCTIONPLAN
UTILITY SERVICE PLAN
7 7APRIL 2, 2019