Resource Center Pavement and Utility Demolition

HDR ENGINEERING, INC.
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
C o n t r a c t D r a w i n g s F o r
DRAWING INDEX
GLENWOOD RESOURCE
G-000 COVER SHEET
G-001 GENERAL NOTES AND LEGEND
X-100 UTILITY DEMOLITION PLAN - OVERALL VIEW
X-101 UTILITY DEMOLITION PLAN - AREA 1
CENTER DEMOLITION - X-102 UTILITY DEMOLITION PLAN - AREA 2
X-103 UTILITY DEMOLITION PLAN - AREA 3
X-104 UTILITY DEMOLITION PLAN - AREA 4
X-105 UTILITY DEMOLITION PLAN - AREA 5
X-106 UTILITY DEMOLITION PLAN - AREA 6
PHASE 3
X-107 UTILITY DEMOLITION PLAN - AREA 7
X-108 UTILITY DEMOLITION PLAN - AREA 8
X-109 PAVEMENT DEMOLITION PLAN - OVERALL VIEW
X-110 PAVEMENT DEMOLITION PLAN - AREA 1
X-111 PAVEMENT DEMOLITION PLAN - AREA 2
EXISTING PAVEMENT DEMOLITION,
X-112 PAVEMENT DEMOLITION PLAN - AREA 3
X-113 PAVEMENT DEMOLITION PLAN - AREA 4
X-114 PAVEMENT DEMOLITION PLAN - AREA 5
EXISTING UTILITIES DEMOLITION,
X-115 PAVEMENT DEMOLITION PLAN - AREA 6
X-116 PAVEMENT DEMOLITION PLAN - AREA 7
TREE REMOVALS AND CRUSHING X-117 PAVEMENT DEMOLITION PLAN - AREA 8
GLENWOOD
Project No. 10435937
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GLENWOOD, IOWA
09-23-2026
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CERTIFICATION
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9/23/2026
CHRISTOPHER A. CAIN
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2026.
PAGES OR SHEETS COVERED BY THIS SEAL:
ALL SHEETS
HIGHWAY 34/275
VICINITY MAP
NO SCALE

1 2 3 4 5 6 7 8
DEMOLITION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS
DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED
PERMITS PRIOR TO COMMENCING DEMOLITION.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF
SOIL-DISTURBING ACTIVITIES.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES IN THE PROJECT AREA PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF BUSINESS 3 DAYS PRIOR
TO EXCAVATION.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ANY IMPACTED PRIVATE UTILITY (GAS, POWER,
CABLE, ETC.). NOTIFY THE ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICT WITH THE PROPOSED
DESIGN.
CONSTRUCTION SEQUENCE 5. THERE MAY BE EXISTING UNMARKED UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATIONS AND DETERMINING THE STATUS (I.E. ACTIVE OR INACTIVE) OF THESE UTILITIES TO THE MAXIMUM C
1. OWNER SHALL OBTAIN ALL REQUIRED EROSION AND SEDIMENT CONTROL PERMITS BEFORE ANY LAND EXTENT POSSIBLE. SHOULD ANY UNMARKED UTILITIES BE DISCOVERED, THE CONTRACTOR SHALL
DISTURBING ACTIVITIES OCCUR. CONTRACTOR SHALL MEET ALL PERMIT REQUIREMENTS ON-SITE IMMEDIATELY NOTIFY BOTH THE ENGINEER AND UTILITY OWNER.
THROUGHOUT DEMOLITION.
6. ALL MATERIAL GENERATED BY DEMOLITION, NOT SPECIFIED TO BE SALVAGED, SHALL BE HAULED FROM THE
2. SCHEDULE AND HOLD A PRE-CONSTRUCTION MEETING TO DISCUSS THE PROJECT AND THE EROSION AND SITE AND LEGALLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY. IF ENVIRONMENTAL CONTAMINANTS
SEDIMENT CONTROL MEASURES THAT WILL BE UTILIZED THROUGHOUT CONSTRUCTION. ATTENDEES SHALL ARE ENCOUNTERED DURING CONSTRUCTION, THE SOIL SHALL BE TESTED PRIOR TO DISPOSAL IN
INCLUDE REPRESENTATIVES FROM THE CONTRACTOR, OWNER, AND ENGINEER. ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. REFUSE MUST NOT BE LEFT ON THE
PROJECT SITE, ON ADJACENT PROPERTIES, OR BURIED IN EXCAVATIONS.
3. PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY OTHERS PRIOR TO ANY
SOIL-DISTURBING ACTIVITIES. 7. ITEMS TO BE SALVAGED SHALL INCLUDE CONCRETE DRIVES, SIDEWALKS, ROADWAY PAVEMENTS, CONCRETE
INTAKE/MANHOLES STRUCTURES, CONCRETE PIPE, STREET LIGHT FOOTINGS, AND OTHER MISCELLANEOUS
4. SITE WORK SHALL BE SEQUENCED TO LIMIT SITE DISTURBANCE TO THE SMALLEST AREA POSSIBLE. CONCRETE ITEMS THAT CAN BE RECYCLED AND PROCESSED INTO MODIFIED SUBBASE MATERIAL. THESE
MATERIAL SHALL BE PROCESSED TO A NOMINAL SIZE OF 24-INCHES OR LESS PRIOR TO PLACING ON THE STOCKPILE.
5. BEGIN DEMOLITION OF DESIGNATED UTILITIES AND PAVEMENTS. CONTRACTOR SHALL STOCKPILE THESE MATERIALS AT THE DESIGNATED LOCATION ON THE DRAWINGS.
STOCKPILE AREAS WILL BE PREPARED BY OTHERS PRIOR TO THE START OF DEMOLITION WORK.
6. CONTRACTOR TO NOTIFY ENGINEER AND OWNER'S REPRESENTATIVE AS DEMOLITION OF DESIGNATED ITEMS
ARE COMPLETED. 8. WHERE NOTED, ASPHALT AND CONCRETE DEMOLITION LIMITS THAT ARE ADJACENT TO EXISTING HARDSCAPE
SHALL BE DEFINED WITH A SAW CUT TO OBTAIN A CLEAN EDGE.
7. DEMOLITION EXTENTS SHALL BE STABILIZED BY OTHERS.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL AND RELATED PERMITTING
DURING CONSTRUCTION, PER LOCAL AND STATE STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY ADJACENT CONCRETE, ASPHALT, FENCING,
LANDSCAPING, OR OTHER EXISTING IMPROVEMENTS WITHIN DEMOLITION EXTENTS SHOWN ON PLAN.
11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ANY ITEMS NOTED TO BE SALVAGED.
12. THE CONTRACTOR SHALL FLAG OVERHEAD UTILITIES PRIOR TO MOBILIZATION IN ACCORDANCE WITH THE
UTILITY PROVIDER'S REQUIREMENTS.
13. THE CONTRACTOR SHALL STAKE ALL EXISTING ENVIRONMENTAL BUFFERS AND SETBACKS, AS NOTED ON THE
PLANS, PRIOR TO THE START OF WORK.
14. THE CONTRACTOR SHALL COORDINATE ALL RIGHT-OF-WAY IMPACTS WITH THE LOCAL JURISDICTION. THESE
INCLUDE, BUT ARE NOT LIMITED TO, REDUCTION IN STREET LIGHTING, SIDEWALK ACCESS, AND LANE
CLOSURES. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS IN ADVANCE OF THE IMPACT.
15. NO VEHICLES, EQUIPMENT, OR SOIL-DISTURBING ACTIVITIES ARE PERMITTED WITHIN ENVIRONMENTALLY
SENSITIVE AREAS OR THEIR BUFFERS.
B
16. ALL EXISTING SURVEY BACKGROUND (BUILDING/STRUCTURE, UTILITIES, AND PAVEMENT) AND SURFACE
ELEVATION INFORMATION HAS BEEN PROVIDED BY CARTER SURVEYING DATED 11/24/2025.
A
PROJECT MANAGER
FILE NAME SHEET
SCALE
0 1" 2"
ISSUE DATE DESCRIPTION PROJECT NUMBER
GWD.100-G00-73953401\4146340D\20LARTNEC\GNIKROWWP\:C
MP
42:01:4
6202/32/9
GENERAL NOTES
EXISTING UTILITY/CIVIL LINE SYMBOLOGY
1. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE AND SWPPP CONTRACTOR PRIOR TO
STARTING WORK AND THROUGHOUT THE LIFE OF THE PROJECT TO MEET THE REQUIREMENTS OF THE SWPPP.
2. CONTRACTOR SHALL MAINTAIN GOOD HOUSE KEEPING MEASURES INCLUDING STREET SWEEPING. UTILITY - COMMUNICATIONS COM COM
3. A LOCATION HAS NOT BEEN DESIGNATED ON THE PLANS FOR EQUIPMENT, MATERIALS STORAGE AND STAGING UTILITY - FIBER OPTIC FO FO
AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY AND PROTECTION OF ALL STORED EQUIPMENT
UTILITY - TELE UGT UGT
AND MATERIALS. TEMPORARY CONSTRUCTION FENCING FOR THE SECURITY OF THE STAGING / STORAGE AREA
IS OPTIONAL FOR THE CONTRACTOR. THE STAGING / STORAGE AREA MUST BE RECLAIMED AT THE CONCLUSION UTILITY - CABLE TV UGTV UGTV
OF THE PROJECT.
UTILITY - OVERHEAD FIBER OPTIC OHF OHF
4. AS DEMOLITION IS COMPLETED CONTRACTOR SHALL GRADE AREAS TO MAINTAIN DRAINAGE AND NOT CAUSE UTILITY - OVERHEAD TELEPHONE OHT OHT
PONDING WATER.
UTILITY - OVERHEAD CABLE TV OHTV OHTV
UTILITY - FUEL OIL SUPPLY FOS FOS
UTILITY - GAS G G
UTILITY - ELECTRIC E E
UTILITY - OVERHEAD ELECTRIC OHE OHE
UTILITY - INDUSTRIAL WASTE WATER IW IW
UTILITY - SAN SEWER SS SS
UTILITY - FORCE MAIN FM FM
UTILITY - STORM SEWER SD SD
CULVERT - CMP CMP CMP
CULVERT - PVC PVC PVC
CULVERT - RCP RCP RCP
UTILITY - WATER W W
UTILITY - FIRE WATER FW FW
UTILITY - WATER - NON POTABLE NPW NPW
UTILITY - IRRIGATION IRR IRR
LARGE PIPE
GUARDRAIL
RIGHT OF WAY
PROPERTY LINE
EASEMENT
MAJOR CONTOUR
MINOR CONTOUR
TREE LINE
FENCE - OTHER X X
P. KUETER
CIVIL ENGINEER C. CAIN GENERAL NOTES AND LEGEND
GGLLEENNWWOOOODD RREESSOOUURRCCEE
CCEENNTTEERR DDEEMMOOLLIITTIIOONN --
10435937-00G-001.dwg
HDR ENGINEERING PPHHAASSEE 23
1917 S. 67TH STREET NO SCALE G-001
OMAHA, NE 68106 09/23/2026 PHASE III DEMOLITION
(402) 399-1000 10435937

PARKING BLOCKS L4I2N" KC FHEANINCE HVAC EQUIP 60" PVC FENCE WIPTAHL 6YX A6R EEDAGE
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15"A PNCDC P HCECA ADPWRAOLNL
RAISED STRUCTURE RAISED STRUCTURE
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U 5 2 3 3 G H 8 3 6 3 F S S FFF SRLLL AIM N 688 =""" M1CCC 0H LLL 9AAA 2YYY .5 6NSNWW E=== 111 000 888 213 ... 290 666 UGF G FGU FOS G G FOR SS G FGU UGF RFF S LL AIM N 11 =25 M9"" 9CC H9LL .3AA 3YY EW==999942..5833 STURNUACBTLEU RTEO ISSE OE SF A PFN ISP EM ETH S, S RF S L AIM N 1=2 M1" 0P H5V0C.6 1NE/SW=1043.71 RF S L AIM N 1=2 M1" 0P H5V2C.9 9E/SW=1049.19 SS SS FOS UGF FGU S S TO S MNAEA N PF P SRI WONMG R SGS SS GUG RFF S F LL AIM N 18 =0" M1"C 1P H L 1VA 7CY .1 2NNWE==11110077..8754 UGF S FF SR 8 LL" AI M S N 88 = W "" M1CC 0 I H LLS 3AA 7 P YY .8 L 1NNU E=G1= G01 E208D 2.83.661 G ABAN S DONE S D FF SRLL AIM N 88 = FR ( S 8 "" 8 M1 L " PP AI " M 0 S H VV N 8S 5 = T " CC 4 T M1 E S . E 0 8NS E H TE 5 7 WE L E5 L / E = . S S 5 C 1 L W W 0 O 0 N = = 4 NE 1 1 0 T 0 0 . / 4 SI 4 4N 2 W 0 8U . . = 4 7O1 7 5U0 ( 5S S 0 W T.0H 5 P R L U U G M G H E ) D) G FL 10" CLAY S/RNIWM== S11 A10 N0999 M..30 H33 SS UGF UGF FOR 8" CLAY FN G LE 8/S" EC/LNAWY I RNS IW M P=L =S U11A 01 G9 N0 G78 M .E .41 D H 51 UGF SS G UGF UGF UGF UGF FOS G UGF F SRL AIM N 8=" M1C0H L3A6Y.4 9SE/N S A E B = A S 1 N 02 D 8 O .9 N 9 ED F RF SL L TIM O = R 1= WU 01C 3 0 M 1 T3. E 7U 7. T 5 R0 E 5ERING S S PLUGGED S S FGU ALAIGSNSUMMENEDT UGF FOS S FOR SG FGU RFFF S LLL AIM N 886 =""" M1CCC 1H LLL 2AAA 4YYY .9 2SNN U EWE = / G =S 11W F 111 =14 14. 1 2.41 524.47 FOR G UGF UGF UGF UGF FGU UGF UGF FGU G FOS G FLOW METERFILN 8G" SPTVRCU=1C0T3U5R.5E1 F SR PL A I I P M N SE = ES M1/ 0N H A 4/RN1 E .W2 7 M=1O0S3T5L.3Y7 C(AOPVPERROEXD,) UGF UGF UGF UGF FOS DIRECTION OF PI F PF S LLE T 8 O SU 6 R G "F " R I U WM E M N=== K111IN N111T 222 O A 778 W...K 558 N E 779 S S UGF UGF UGF FOS FOS FOS FOS G S S UGF UGF UGF RF S L AIM N C= L M1A0H Y5 4S.2W6/NW=1037.76 FLF C 1LU 5 1" R 5R B" C RI P NC RL NPE SI W M ET T==== O1111 R1111 M4433 3288 M.... 5533 H6666 S S R F S CL TIUM O 1R= 5 R B1 " M 1IRN4 C M4LP .E H8 T6 W==11114430.9.096 GUGF RFF S LL AIM N 86 ="" M1CC 0H LL 5AA 2YY .0 4NSWE==11004468..5244 SS UGF S S RFFFF S LLLL AIM N 8888 ="""" M1CCCC 1H LLLL 4AAAA 7YYYY .5 4WENE = == =1 11 11 11 12 42 29 19 9. .. .6 03 35 98 8 RF S OL TI U M O 6T =" R L 1PE M1VT 4 I C 8N D . 5T SIR 4A EE K =C E 1T1I4O7N.7 1UNKNOWN UGF S S RF S L AIM N 6=" M1C0H L6A8Y.3 4NE/SW=1051.84 SS RF S L AIM N 8=" M1C0H L7A0Y.6 9W/NE=1061.89 FFF LLL 6 66 " "" C CC LLL AAA YYY ER NN /IWM EE ==== S1111 A0000 N9788 2735 M.... 1831 H5055 B-ARPICPKE ASRT U SR G UACB F ATUNRDEONED 1F5 CL" U S1R5T B"E RE INCL RL PN E SI M SE T T==== O1111 R1111 M2222 8755 M.... 6766 H6366 FFF SRLLL AIM N 688 =""" M1PCC 1H VLL 2 AA C8 YY . 4S 3 EN RF S = L =1 W TIM 11 O 1 = 21 =2 R 1 22 1" 1 M .1 1 2 R 2. 2 821 C I9N 5. P. 0 9T 8 6A S K E RF S E = L TI 1 M O 1 1 =2 R 2 1" 6 M 1R .4 2 C I 4 9N P.8T 2A N K W E =1126.02 FL=2141"3 C2M.1P6 S S G 1FF 2LL " WE R ==C 11P 114590..8074 RF S L AIM N 6=" M1C0H L9A0Y.4 6SE/NE=1073.96 FL 8" CL F A LFY 8L S " 8= C"C LCA OLY UA R L NYD I WM E N= == S O1 11 A 0 00 T N 5 64 S7 68 M . .. E5 77 H E0 00 FF CLL U 11 R55 B"" R R INCC RLPP E SI M NS T T = == = O 1 11 1 R 1 11 1 M 2 22 23 87 3 M . .. .4 28 0 H 3 30 3 RFF S LL AIM N 86 ="" M1CC 1H LL 3AA 2YY .0 1EN/=W11=2131.2431.26 SS 8" C6"L CAYLA E RY/ I W MS= == S 1 11 A 1 11 N 2 336 80 M . ..1 92 H 0 00 SS FFC LLU 11R 55B "" R RIN CC RL PPE SI M NST T = === O 1 111 R 1 111 M 3 3333 984 M . ...6 013 H 0 505 F SRL AIM N 8=" M1C1H L3A9Y.2 1S/W/NE=1127.25 UGF UGF UGF S S G 1F5L" =R1C11P3.76 1FF 8LL " NS C ==M 11 G 1 P10110..3034 G G FL 15" S R T C ORP RI MN M== 1I 1 N11 T33 A94.. K09 E83 RFF S LL AIM N 88 ="" HM S M1CC AE 1 A H LL 3 NRP AA 9 EP YY S .8 I WTN 3EN OG = R = 11 EF 11 AR 22 S 77 OT ..9 M 6 S F 10 ROM S S SFGU FCLU 1R5B" IRNCLR PE SI TM N T == =O 11 1R 11 1M 44 596 0 M .. .87 4H 68 3 UGF G UGF S G G UGF UGF S S G R F S C S L TIUM O 1R= 5 R B1 " M 1IRN4 C M9LP .E H4 T1 S==11114485..4736 R F S CL TIUM O 1R= 5 R B1 " M 1IRN5 C M9LP .E H0 T0 S==11115585..1400 G UGF G G SS 1 RS C 85" TIU M "P O RR = V R B1 CC M 1IP N4 N M2 SL = .E H =1 6 1T 1 6 13 =39 19. 1 9.446 11.74 G R FF S CLL TIUM O 18 R= 5" R B 1 "N M 1IR= N4 C M 1 2L 1P .E H6 4 T7 S0 = .=6 112 1 S 14319..7017 S SD SSR FFF S CLLL TIUM O 112 R= 584 R B1 """ M 1IRRR N4 CCC M9LPPP .E H3 T7 NEW = == = 1 11 1 1 11 1 4 44 4 8 55 5 . . 3. .22 1 5 27 2 SD RF S L TIM O 1=8 R1" M 1R5 C I2N P.4T 9A N K W E =11 S 49.99 S R FF S CLL TIUM O 11 R= 58 R B1 "" M 1IRR N5 CC M9LPP .E H0 T3 NW === 111 111 555 754 .9..34 188 G SS G UGF FF RC S LL TIUM O 11 R= 55 R B1 "" M 1IRR N4 CC M2LPP .E H6 T8 NE = ==1 111 114 331 99. . 7.123 38 R FFFF S CLLLL TIUM O 3211 R= 6455 R B1 """" M 1IRRRR N4 CCCC M2LPPPP .E H7 T7 SEWN === == 111 11 111 11 433 33 177 88 ... 7 .. 78 32 997 77 G SS G UGF UGF UGF UGF D S UGF UGF G G FL=3161" 1C9M.7P5 1RS 33 266 TIM""" O CRC =R1MCM M1 PP P 2 M E 5 NW =.H = 71 = 1 1 1F 1 11 2L 2 12 "= 2 2 0 C . 1 0 1.7 1 . M 1 71 2 1 P3.10 UGF UGF SS W SAN M A ER B T FIM A E LN R ==11 D IN 00 O G 12 N87 M .. E85 D H 44 FL=180"2 P1V.3 F C2 L=2140"2 C0M.6P5 F2L4=" 1C0M2P0.39 R FFF S CLLL TIUM O 133 R= 566 R B1 """ M 0IRRR N5 CCC M5LPPP .E H8 T4 SNN ==EW 11= 0 = 01 5 1 50 5 0 05 . 4 .0 01 8 7 .4 .0844 UNABLE TO LFO S LC T 1A OR2T R "IM ES M ==O 1I 1 N U 00 T7 T6 A2 L9. E K .21T E61 FL=3160" 2C2M.4P0 P TTS AHH RE VIEWO AS I P AE LS E A LR T R I B GO I L SA NRE LDMM I M RG E SA AN NEP WM TWP NE O IE IM F BT N N N FF O R HE G AT D RT E IL P M S I O I H LC N N P A O M M E A D I V N Y W T A I S E M C GE F PS T R H A S O P R P I T T FI L T R E T NH E I L O H E E O G S E O D T AV M W AS . TI D H LH S TI E OG -T H D VO WNIS E B R MS R SY M ES I A N F G U N Y T R C I TC OH AF R B TU YH T SE H E SW ATS ER R NEOETT. W F1L2="1 S0T50E.E1L6 FMOAU F N C FL NH U L D 1 O R 65 L1 " B" E 5 C RI " N - M C R C LR PP C E S A I M P NE T T N = == =O EN 1 11 1R XO 0 00 0 T M 5 55 5 TE 5 21 5 L M . .. . N 1 82 8 O H D 3 05 0 CINAGTE E E FARSOTM END AALSISGUNMMEEDNT SD FCL U1R5"B R INC RLP S EI M N T T= =O =1 11 R 0 00 M 5 669 3 2 M . ..8 46 H 9 41 R FF S CLL TIUM O 31 R= 65 R B1 "" M 0IRR N6 CC M3LPP .E H5 T6 ES =/WW10 ==6 112 00. 5 469 93..6566 SD FL 3F6L" C R1 U 5C" RP R B NC IWN P RL /NS S EIM EE T T= == O =1 11 1 R0 00 0 M6 66 69 44 8 M. .. .6 19 7 H4 94 1 S D FL 15" RCP S S T W OR/S RIME M== 1I 1 N00 T76 A17.. K75 E83 RF S L TIM O 1=2 R1" M 0R7 C I1N P.2T 8A N K W E =1069.18 E-UVNIDAEBNLCE ET OO FV EPRIPIEFY END F36L"= 1C0M2P8.14 FLFC L1 U 51R "5 B H" RD INCP RL EPE SI M NST T = == = O 1 11 1 R 0 00 0 M 7 77 74 99 2 M . .. .2 81 7 H 5 53 5 W FLFC L3 U 03R "0 B"R R C INCP RLP S E SI M NE T T == == O 11 11 R 00 00 M 66 76 65 09 M .. .. 47 33 H 27 24 RFF S LL TIM O 33 =60 R1"" M 0RR 6 CC M9PP .H9 8WSW=1=016056.51.818 FFLL C 1 1U 55" R" R BRC CIN PP RL S SE SI W M ET T== == O11 11 R00 00 M77 77 65 22 M.. .. 22 36 H09 00 S D RF S L TI S M O 1=5 R1" M 0R D 8 C I2N P.1T 6A S K W E /SE=1077.34 S FFL CL 1 U65"R " CB RM C INPP RL NS E SIM EET T == == O 11 11 R 00 00 M 66 77 89 22 M .. .. 67 80 H 94 95 FFF RC S LLL TIUM O 116 R= 55" R B 1 ""C M 0IRRM N7 CC M3L P PP .E H 3 N T4 NSE = WW = 1 1 0 == 0 7 11 7 2 00 0 . 663 .88 0 6 .. 47899 SD FL TF FW C L L U 4I1N R " 5 C B"H M R D INC PP RLP ES E SI M N ES T T === == O 111 11 R 000 00 M 777 87 855 09 M ... .. 144 02 H 888 35 UF 8S" L ON = H KU 1 D NT 0 PHO8 E 8 W F - T . 9 E L D W N8 = XE I1 T N S 0 E T 81 NI 02 ND ."5 A S C1 T M IO P N 1F8L"= H10D5P2E.29 W 1F2L"= C10M3P4.76 F FFL LL C3 120U 54"R "" R B RRC CC IPN PP RLN NS E SI W M EE T T == == = O 11 11 1 R 00 00 0 M 77 77 711 65 1 M .. .. .00 11 6 H 72 26 2 S D R F S CL TIUM O 1R= 5 R B1 " M 0IRN8 C M1LP .E H0 T8 N=W10/N80E.=110073.1 D F SRL TIM O 1=2 R1" M 0R8 C I8N P.T6 8A N K W E /SE=1084.67 RFF S LL TIM O 41 ="2 R 1 "S M S 0 RT9 EC I0N EP .7T L 7A N D S K WE E ==11008868..4875 FL 15FF "LL C R 64 UC F "" R L PCC B = 1 MM N 1 5 I P 0 P NW " 4 RL C NS / S 3 SEI M WW . MT E 0 T P O 8 = = === 1 1 1 R 11 0 0 000 M5 3 543 4 1 391 M. . ... 6 0 707 H5 3 753 R FFF S CLLL TIUM O 611 R= "55 R B 1 "" C M 0I RR MN5 CC M4LPPP .E H 7 S T1 NN E= EW =1 =10 =105 1054 F 0 F F 51. 5 FF L SR 2 L 1 L . 0 8 LL 3 TI . 1 M 1 .7 1 6 O 0 5 11 5 1 5 = 6 " 55 R " " 1 "" RC M R 0RR CM 5 C CC M P 9 P P PP . H R 7 S N S S 3 I NS W M E E T WE == == O == 11 11 R 1 00 1 00 F 0 M C 66 0 66 L 5 44 5 84 U 5 M 1 .. 5 ..79 58 R . 2 .6 H 29 4 42 B" 88 S P ITNV OLC F ER L WTM = 1 = 1I 5 1 N0 " 0 T9 C 9 A85 M S .K .67 T P E81 O RN RIWMM == I 11N 00T 99A 58..K 78E 88 FL 12F" LC 6L"A CYL SAEY/R NN IWM E===S 111A 001N 990 558 M ... 815H 444 FL F6F L"L C6 6L" " AC CYL L ANA YR EY IW/ M SS === =S 111 1A 101 10 N 90 0073 6 M ... .882 6H 383 8 W W FCLU 1R5B" RINC RLPE SI M ET T=== O111 R000 M999 651 M... 024 H468 S D R FFF S CLLL TIUM O 111 R= 588 R B1 """ M 0IRRH N9 CCD M5LPPP .E H3 E T7 WS = =E =1 1= 10 01 09 90 94 09 0. . 7 0 .003 .70 7 7 FL 12" S R T C ORP RI ME M== 11 IN10 T09 A28.. K67 E22 FL 6" P S S F2 V D T L4 C =" OR 1C S RI 0 M M E M 6 == P1 11I . N 5 00 4 T 99A 79..K 36E 44 RFFFF S LLLL TIM O 1111 =2282 R1"""" M 1CRCC 0 MCMM I1N P .P PP 7T 5A WS NN K = == = E 1 11 10 00 09 99 95 45 4. .. .1 56 13 55 5 FLC 1U5R" BR CINP F RL SE L SIM E T T 6 = == O " S 1 11 F P R 0 00 T U S V M 9 99 O T R L C 5 65 L O RI M R . .. M 2 12 E M R OI H 9 96 M == M F 1I 1 = N 00 D1I T N 87 0E A19 T8B .. K A1 50 R E . 6 K 6 2IS E6 W R F S CL TIUM O 1R= 5 R B1 " M 0IRN9 C M6LP .E H9 T F 4 D 6 N= L" E W 1 =S S FF SR 0 1 / T S T LL 9 TI 1E M I E6 O 0 41 N E . = = 0 "2 0 R A L . 1 1 "P 0 0 M T 0 0 C 1 V I 7 9 O M I C4 2 N N . . P T4 6 W U 5 9 A E= K N =1 E 1 K 007 N 70 O 0.9 W .555 N FL= RFF 1 S 12 LL TI 0 M " O 1H 5 C =5 3 R D 1 M " . M 3 P 0H P9 9 E D I1N NP.6T WE2A = K N1 E E0=8180.4827.77 1F5L"= H10D5P1E.99 RF S L TIM O 1=2 R1" M 0C4 M I5N.P7T 4A N K W E =1042.79 RF S L TIM O 8=" R 1C M0M4 I9P N. 2T S4A E K = E 1048.24 F8L" C=M10P6 5IN.7 P9CC HEADWALL FL 24F"L R C 1C U5"P R R B NC W INP R / L SN S EIM WE T T= = O = =1 11 1 R0 00 0 M8 88 89 55 8 M. .. .7 60 7 H6 61 1 R FF S CLL TIUM O 11 R= 55 R B1 "" M 0IRR N8 CC M9LPP .E H6 T5 SS = S EW 1=0 =18 1 D 08 08. 8 765 0..6655 SD FL RF C 1 LIUM 5 1 R " =5 C B RF 1" U 1 LC I R N R 0 P6 C4T B " P. S N A 3 P I T K NE 3S V O E / RL S W CSE RI W M = S T M 1 ==== 1 111 I 1 N 0 D 1111 1 T1000 . A0958 1 .... 2 K8980 E6066 RFF S LL TIM O 64 ="" R 1SS M1TT 0 EE I3N EE .2T LL 9A NS K EW E ==111100 S 11.6.644 D R F S CL TIUM O 1R= 5 R B1 " M 1IRN1 C M2LP .E H8 T0 S=W11=1111.0873.76 D4 RFF S "O LL TI M P O W 44 V ="" R N C 1SP M1 S TV T4 0 P E I C "E 9N O E S . R 8T S U L TM 6A E T E N K I = NE C W E 1 AL O 1/ T 0S N I 8E O N .=2 N E 15 C 1 U T 0 N 8 IO K .2 N N 5 OWN W W FFLL N SW4 E X ==4 11 00R 10C 32B ..85C 80 FLC 1U5R" BR CINP RL SE SIM ET T = == O 1 11 R 0 00 M 2 220 44 M . ..8 70 H 9 99 LFOROCAMT CIOMNP O T IP C C FO DO O O T E R I U N R NN C L N A TT B D N E I FO C C S NY F SI T U O T RF S I NI O L T TI O M K O N 2 N D N =4 R1 O " M 0 F C W F 1 L F M I L 6N N C L 1 .P 1 4T 5U 6 5 3A " N " R " K R W C B R E C M C / I S PN PP E RLN N = S E SI W M 1 EE T T 0 == = == O 1 11 1 11 R 3 W 00 0 00 . M 33 3 33 8 F 00 1 43 8 M L .. . .. 77 7 77 W = H 99 9 96 1150"3 R2C.2P7 R FFF S CLLL TIUM O 611 R= "55 R B 1 "" C M 0I RR MN3 CC M4LPPP .E H 6 S T3 SN E= WW =110 == 03 11 33 00 1. 22 8.99 93 W .. 33833 DUENSKTNION FL WA = TN 1 I 8 O 0"5 N P6V.1C4 W FL 8" S P T V S O CRR IWMM== 11 I S N00 T99 A74.. K72 E55 FL 8" CLAYF LN 3E"/ SPEV/CE /R NSI W W WM = == S 1 11 A 1 10 N 0 095 88 M . ..3 14 H 4 44 S S W S S W W SS W W SS FFF SR 1 RL S LLL TI 8I M TI D O M 611 " O = "85 R R =S 1 R "" P M 1 CE 1 RR M V 1 P 1 I RF S Z CC M 1 C 3 L M TI E0 N PP M . H O 6S . 6 D H / 0 = S 1 NW = " R 1 1 1 P = A M = 1 11 V 1 S 1 01 I C 1 4 S N 900 . . U 6 8T N 0 8 F . 4 M A F F 6 = .4 L 5 F K L L 1 F F 1 E 1 L FF F 1 F F E L L D 8 1 1 LL L 1 1 L L " 0 0 W 1 1 1 2 " 88 " 8 C8 6 0 0 . F " "" " 1 C C " " " " L L C 9 PP CC C C C A L L L 1VV A A L YL L L LA 2A CC Y A A YA A " E Y R R Y Y Y Y YS SS S S / I I W W M M N E E E EE E EE S = = = = = = == = = === = S S 1 1 1 1 1 1 11 1 1 111 1 A A 1 1 1 1 1 1 11 1 1 111 1 0 0 1 N N 1 0 1 01 0 1 111 1 6 1 2 0 3 0 90 8 7 800 0 M M . . . . . . .. . . ... . 0 9 6 6 1 9 64 2 1 466 6 H H 7 7 2 2 2 2 22 2 2 222 2 W S NO S T VE S RIFIED W S S W RFF S LL AIM N 88 ="" M1CC 1H LL 1AA 8YY .0 6NSE/W=1=110191.0846.56 RF S L TIM O 1=2 R1" M 0C6 M I8N.P7T 4A E K = E 1065.59 12" CMP IN PCFCL H WE=A1D0W98A.L4L3 FL 2F4L"C R1 U 5CR "P B R S C IEN P/ RLN N E SI W M E T T==== O1111 R1111 M0000 7633 M.... 1213 H2922 R FF S CLL TIUM O 16 R= 5" R B 1 "P M 1IRV N0 C I C 7L N P . E1T D T5A NR = K WA 1 E I 1/NS0 E6 T .=I 4 L15 E1 0S3E.6=0110 S 4.60 D F FFL LL C 1 115 U55" R"" R BRRC CC I P NPP RL N NS E SI W M EET T == === O 11 111 R 11 111 M 11 22166 216 M .. ...77 109 H 00 050 MIF BT NO EH AD E LI P S ILC N P OM A I V N WT AE GE PS R S P P I T FI RT NH I H E O GE D AV AS TID LH TI E OGHD WNIS B MS SY E S A N G U N S T R C I TC OH AF R B TU YH T SE H E SW F A SRC T L S TIU E M R O 1R R NE = 5 R B O 1 E " M 1 T I T RN2 . C M2LP .E H0 T1 S=W11=2111.1075.09 FF 2LL 4 "NS C ==M 1100P 9817..5930 W FF RC S LL TIUM O 11 R= 55 R B1 "" M 0IRR N2 CC M4LPP .E H9 T6 NN =EW 1=0 =12 104 02. 2 001 8..2205 S D P AAO LNI IDG N N TC MOA ENS N SNT UEMCTEIDON RFF S LL TIM O 22 =44 R1"" M 0CC 2 MM M7.PP H6 7SNEW==11002241.4.772 1 S F2L"= C10L4A D 0 F6 Y. "L 6 =P 5 1V0C40.80 S D F W L F 1 LF0 L6 " " 8C C"L LCA ALY YA R N YNI W MEE= == =S 1 11 1A 0 00 1 9 N 99 0 5 55 2 M . .. . 0 00 2H 9 99 9 RF S L AIM N 8=" M1C1H L0A9Y.8 1NW/SE=1101.21 W S S S S S W D W F FF L C LL C U 1 11 U5 R 85 "R B " " R B R RI C N CC IPN RL PP E R S L I N M N E ST S T I W M = == T = O T 1 111 === O R 0 000 111 R M 3 333 000 M 1 761 333 M . ... 873 0 459 M... H 6 676 220 H696 FF F L C L L 1 U 1 1 5 R 8 2 "F " B" R L R R C I 1 N C C P0 RL P P " R E S N I S S M S E I T T W ME E T === O === =O 111 R 111 1 000 R M 000 0 554 M 322 4 107 M 755 1 ... 369 M ... . H 435 9 848 H 998 4 FFLL 1 182 W "" R RC S C T PP O RN S RIWM E M= == 1I 11 N0 00 T4 44 A6 44. .. K3 11 E5 00 FL=1150"4 R7C.2 FTTO P4 AHOF CI SVB IL EO JI RUT X Y INF CY MT A EIOP X PNIS I N TBE GON XS C H- R F S C E UO L TIU / M LN O W 1R O = 2 A R F R S C B S 1 C " B L TI M U 0 M IR A L O N 1 5 R ET = C M 2 3L R B1 I " P .E H O M 6 0IR T1 N S N N 5 = C M4L W1 P .E H0 0/ T S 8 N 5 = E2 W D 1 .=7 0= 11 51 0 30 4 .5 9 10 . 6 7 .0 6 8 W FL F 1 CL 2 U " 1 2R C "B L RFA I LCN Y P 8 RL S" E SI W W M N T T = == == O 1 11 11 R 0 00 00 M 6 66 554 87 35 M . .. ..8 58 88 H 8 35 33 R F S CL TIUM O 1R= 8 R B1 " M 0ICN6 L M6LA .E H6 YT6 =N1E0/6S5=.190356.06 W FL F 1 LC 2 1 " U C 2 C R U " L B R R A B CI Y N P I LR NN E S S I / RL M S T T E E SI W = O M = = T T F 11 1 R = == O L 01 0 1 11 M 9 R 0 9 1 0 00 C 90 5 2 M 7 88 M .. U . " 0 9 33 0 9 H M 8 RC . .. 1 1 3 54 NL H 4 42 A IYN LR NE SI / M ST T == =O 11 1R W 00 0M 98 958 6 M .. .79 4H 26 6 F SRCL TIUM O 1R= 2 R B1 " M 0ICN8 L M3LA .E H0 YT8 =N1E0/8S2W FFF SR .2 LLL = TI 3 M 1 O 111 0 =552 R 7 1""" M 6 0RRC . 9 6 CCL M7 8 A PP .H3 Y 7NN S EW= ==1 1 R F S C 10 0 L TI 0 U 9 M 9 9 O 3 1R 3 = 3. 5 R . 1 B .1 1 " 17 M 7 1IR 7 N0 C M4LP .E H0 T7 S=W11=0130.9060.27 RF S L AIM N 8=" M1C1H L1A6Y.8 1NW/SE=1104.31 FL 12" S R T C ORP RI ME M== 11 IN11 T11 A63.. K08 E22 W F SRCL TIUM O 1R= 2 R B1 " M 1IRN1 C M6LP .E H5 T4 W==11111153.6.394 W S S S S W I PSN OA TNR UITTN IAO NRN EY L O S( F PEEWRE MRAPPING) W FL=1101"2 P2.V1C9 1FD 2LIR "= S E11T C2E T0E I.O1L N1 UNKNOWN FCLU 1R5B" RINC RLPE SI M ET T=== O111 R000 M887 006 M... 814 H323 W W R F S CL TIUM O 1R= 5 R S B1 " M D 0IRN8 C M0LP .E H9 T9 W=/1N0=8100.2716.29 R FF S CLL TIUM O 11 R= 25 R B1 "" M 0IRR N5 CC M1L W PP .E H8 T4 WS = /=E 110 =05 140 07. 4 9.799 .494 W 1F8L"= R10C5P0.92 FL 6" CLAY SWR/NIME== S11 A11 N0093 S M..29 H55 S CCOHAN W 1F NC 2L F N " R = L H E 1 E 0 1 L D T 5 8 E P5 " E . D R 2 R 0 C A P I N N A E G =1 E 065.94 RFF S LL S AIM N 88 ="" M1CC 0H RFF S LL D 9AA LL AI 6 M W YY . N 86 7 = "" 9SN M1CC == 1H LL 11 0AA 00 1 9 YY 6 .0 17 7NS ..53 W- 99 S==11 F 00 L 99 1 54 F 5 . F .08 L " LF 22 R 1 L1 C 2 58 " P "" C RP N PCV R/ P S R S CP IM S E I T W M SE T ==O == ==O 11R 11 11 00 R M 00 00 78 M 77 77 65 M 44 49 .. 33 M .. .. H 77 83 72 H 77 72 W D W ESTINATI S O D N FO FLF L 8 P 8" " ICP PLE VAS RCY SI U MNS T N= == O K1 11 R N0 00 M 8 98 O7 17 W M . ..4 74 N H 7 77 FL V F F WE 1 L L R 2 = 8 1 " I 1 U F " 2 R 1 NY " P 0 C A P V 6 O P B .V C R 4 U N L C S 3 I W T M E E T L = == O TE 1 11 O R T 1 00 M0 99 F 0 68 L M. ..0 34 1 H2 22 2F" LS T1 S 2E T "E O RNL RIW M S M=== 111 IN111 T111 A844 ... K679 E220 FL A C A 1 SR U5 SO R" U RB UM S C N 6 I E T NP " D D O LR RE S T E R SI I/ T M MW W U T T M O == = N O = = 11 1I J 1 1 N R N 1 W 1 1 O 1 1 E M T 11 1 T( 1 1 GL A A 56 6 O 4 3 M . S . .K . . R FF S C 86 8 6 9 TS H LL E 3 T 6 6 IU 1 1 M U U O 16 R N = M 5" R B 1 N "P E M 1IR E V N D 1 L C M C 6L ) P . E H3 S T1 NW =E1 = S S =1 111 115 1 R 1. 3 O 93. 0 6. O 61 F 1 O RO UD O T U RL OT AE L I F N RFFFFF S T E LLLLL D TI T M O R 86681 =""""2 A R 1 " HHHC I M 1 N P DDDP 2 V I P PPP 0N FFFFF SR C . EEE 0T N LLLLL TI M 1 N A O ESW= 83861 K = W1 =W """"5 R = 1 1 E " 1 CPCC M = 1 = 1 1 1 R VL PP 1 1 1 1 5 1 A C M 1 1 CPP 1 6 . 3 16 1 Y 1 P . H RFFF . S 2 1 NWW . 2 56 9 LLL TI 6S F SR N . 1 E . M 1 9 == 2 O L = 341 TI E = 9 11 M 1 = RFF S ""5 1 O R 1 = 1 11 1 LL " T 1 I = PS 1 5 1 M 11 M R 1 1 O R 1 1 18 VT " 1 70 1 M S F 2 = 1 4 5" 1 EC I C R R .. C7N 79 . L 1 1 . " 0 P 5 EP . U M C 0 I 61 1 7 0L N S . R 1 1 V 1 L 9 R 2 P. 5E S N = 5 T2 C I C 6 0N N B T " 1 4A / N P. S 4 1 T = W R K I / = N 1 1 S 1 A S C E = 1 41 W RL K = P 1 1 .1 E S 1 4 E I 1 1 = M 4 E 1 T 5 T 1 4 1 . 1 === 4 O 6 . 1 2 4 0 111 . 1 R 1 7 . 111 3 3 1 M221 1 . W 9 107 M 4 ... 370 H929 W W FLF 1L S 5 1 D "2 R W " F S CR L T P C 1 O R P 2 S R " IW N M S M R T == S FFF RC = S C 1 I O 1 LLL 1 R TIU N P M 11 1 R O I 211 R T 22 M 2 S = D 455 M A R 22 B 6 1 == """ .. K M . 4 1 4 11 I 0 IRRR N N E 6 2 6 11 1 CCC M1 T L 22 PPP .E A62 H4 .. T K 3 NSW 17 = E77 E= = 11=1 1111 2 RFFF S W 111 0 LLL TI 816 M . 7 O .6 112 . 0 8 = 0 . 554 R 888 1""" 0 M 1RRR 2 CCC I5N PPP .8T 9A NES K == E11 E =11 122 100 2.. 010 .09 21 RFFFF S LLLL TIM O 1118 =225" R 1"""C M 1RRRL 2 CCCA I3N RF S Y PPP .7T L TI 1 M N A ESW O 1 K == = =2 = R 11 1 E 1" 1 M 11 1 1 1 R 22 2 3 2 C I 00 0 0N 0 .. . P. 0 35 3 6T 2 60 6 5A W 1 K = E 1120.80 S W S PCOLESASNIBOL W UET SAN FL 4" S P T V ORC RI ME M == 11IN 11 F T 22 L A 37 C .. 1 K 12 U2 E 05 R" BR S CINP RL S S E SIM ET T S = == O D 1 11 R 1 11 M 2 225 98 M . ..2 20 H 9 34 S S RF W S L TIM W O 8=" R 1N M1E2 I =9N 1.6T 11A 2 K 8. E 08 SS FLF 4L" 8C"L CALYA NYE ER /S/IWM E== =S 11 1 W A 11 12 N 2 355 0 M .. .77 6H 77 7 W W S NTHO S ITS SSEEEG CMOENNNT EACSTSIUOMN EADT -M DHID TO NE W W W W W W W W W S W W S D S D SD W (MH HAS PVCF LC O15N"D C RU UCI R TPB RN I O NE/U RLSE S T I W MT T E === O D 111 R T 000 M998H 324 R M... 242U H424) F SRC (ML TIUM H O 1R= 5 R B H 1 " M A 0IRN9 S C M3L PP .E H1 V T9 SC =W1 C 0=O 9120N .83 D81 U.4IT9 ROUTED THRU) FL 6" CLAY SR/NIME==S 11A 11N 0184 M ..95H 35 F S U T L O LR RIOMM F= W I1N1A T1T A5E.K5R E0 RFFF S LLL TIM O 181 =5"5 R 1" "C M 1R RL 2 CAC M8 YP P .H0 7 SS NW= W 1== 111 111 211 .211 2..9955 W S S CONNEOCFT 1IO5"N R ACNPI D SA LNA ODS C S 8A U"T MPIOVECD N FFF SRLLL TIM O 888 =""" R 1PPP M0VVV 9 I CCC 7N. T5ESW 0A === K 111 00 E 0 999 655 ... 097 005 SD W W D W W W W W FL=1180" 7C4M.2P8 DESTINATION UNKNOWN RFFF S LLL TIM O 181 =5"0 R 1" "C M 1R CL 2 CAP M8 YP P.H1 1 WS N = ==1 111 111 116 37. ..5 256 16 F SRL TIM O 1=2 R1" M 1S2 T I2N E.T2E7A L K N E =1117.87 S S D S D FL= F 1 F 15 L 1 L " C 0 1 1 R2 U 55 .C " R 6 " P R 0 BRC CIN PP RL SNE SI W M ET T==== O1111 R1111 M0000 9843 M.... 0268 H7972 R F S C F L TI F UM L O L 1R = 1 5 R 1 B1 8 " 5 M 1 " IR " N0 R C R M8L C P C .E H9 P P T8 1 N 8 R = 5 S " S E N 1 I " W P TM / E 1S RV O 0 == = W CC 8 R 11 1 P . 11 = 1M 1 A 00 1 18 IT S 77 5 1 M .. . 0 M 77 4 R 3 H 00 0 AE .4 ND 8 HUOCLEED TO 1 R L S 85I " TI D M "C O R = S L R1 CE A M1 PI Y Z 1 M E 6 EN. D H E7 2 (SLOTTED) FNLO 4 O" UPVT R LC S E I MSW T T == O V 11 R I F 11S M F 21 L I C L 36 B 6 M U ..L 6 11 " R H E " 99 S S BT T EIN E E S R E LL T S EI L M O E R T T N R = = O I = ME 1 1 M 1 R1 1 == 1 M2 1 11I 2 N 1 9 11 1 M T . . 22 .8 41 A 01 H2 71 ..K 78E 44 FF SRCLL TIUM O 61 R= "2 R B 1 "S M 1I RTN2 EC M1LEP .E H8 L T8 E =W= 1 1=1 112 111 81. S . 086 5.363 D F FF CL LL U 1 182R 5"" B " C R R D L ICN CA E P RL YP SU E SI W T M N NE T T IK = = == = N O 1 1 11 1 NA R 1 1 11 1 OT M 0 0 10 0 IW 7 8 09 8 O M . . .. . N 9 N 2 45 3 H 5 5 05 3 FF SRCLL TIUM O 11 R= 52 R B1 "" M 1IRH N1 CD M0LPP .E H3 E T2 W = E=1 =11 110 109 05.5 5.50 .572 SD D FFF SRLLL TIM O 811 ="28 R 1 "" P M 0 HH V8 DD I C2N PP . T4NEE 1A = K WS 10 E ==7 119 00. 7 978 19..7516 FL C1U8"R RB C C U IPN 1R 8 RLN B" E SI / M R ST T IN == C = O RL 111 P R E 00 S 0 I M M S 988 T T 095 = == O M... 1 11 665 R 1 11 H452 M 0 002 65 M . ..2 01 H 4 40 W SD SD W W S D W FL 18C" RUCRPB NIN/S RLE/ SI W MT T= == O1 11 R0 00 M8 784 84 M. ..4 64 H5 50 FL=1120" 8C8M.4P7 11O 82V "" E VCR EMF RPL T OFIC WLAO E LW L CSE M VWP =E 1 RS0 I 9TS 7 E .4 R 8 (OVERFLOW)
FL=1180"7 R4C.9P8
1F8L"= H10D6P0E.35
1 FT5 LO" 1PC 5 OM " FC P M 2W1P I"= T R1 HI0 S2 5E1 7R" .9 V 7(EORVTEIRCFALLO CWM)P=1 R0I6S5E.1R2 FL 1C8U" RRBC PIN NLRE S / I S MT T == O= 111R 000 8 M 99 61 2 3 M ..20 2H 06 1 W FL=1150" 5C7M.5P3
2FF 3LL " N S SWT E E ==E 11L 00 55P 45I ..P 27E 53
FL=1120" 4C8M.1P2 FCLU 1R8B" RINCLR PE SI MTN T = O = =11 1R 11 1M 00 194 0 M .. .38 3H 51 1
1F2L"= C10M6P9.73 W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W INDIAN HILLS DRIVE INDIAN HILLS DRIVE IOWA STREET LACEY STREET CENTRAL STREET INDIAN HILLS DRIVE IOWA STREET LACEY STREET IOWA STREET CENTRAL STREET INDIAN HILLS DRIVE MAIN STREET MAIN STREET MAIN STREET INDIAN HILLS DRIVE MAIN STREET MAIN STREET LACEY STREET INDIAN HILLS DRIVE INDIAN HILLS DRIVE POWELL STREET LAKE TRAIL/FORMER 240TH STREET CAMP ROAD
LACEY
STREET
A E IVES AVENUE NUCKOLLS STREET E E C E A E E E E C E E W E E A LOD L E E E E LOD E E O D E E E IO E E B E UDM TOIL ICL L IUS T MY C EO ENA UTS N E2T0M Y2 E R5N-E2T C47O1RDER LOD A W A W E E E L O D E E BC E S T R E E T L O D W W A C E RMAEITLA (LB OBTEHA MS IGDUESA)R E E E L O D LO D C A E E W P7 A 'ER TDC AEH LSL ET D XR C 5IA' E NW IL ITI D NUE GNNEL WITH E ST R E E LT O E D F AW C LACEY STREET E A E C LOD LACEY STREET LOD E E E A L O D E E L O D L O D E I O W A C C (6S" OAUNRDC 8E" DURNAKINNO PWIPNE) B C PLAYGROUND RL S I AIDMN =S M1E1I H Z0E8.D96 E E E C L O D LOD L O E D E CB E E L E O D A E E A L O D A E E E E E O D L O D E C EBLECTRIC MCH A S T R E E T E E E B C FL S 6 T " ORP RIVMM C= 11 IN11 T10 A06.. K16 E00 E A C E E E A L O D E UNABLE TO LOCATE OUTLET L O D E E LOD L O D IN D IAN E H ILLS D R IVE E A E L O D 240TH STREET (COUNTY ROAD) VINE STREET L E 6S0T" RDUIACMTEUTREER ( UCNOKNNCORWETNE) E C C RF S (OL TIM U O 8= T" R 1 LP M0 EV5 T I C8N U . 7T WN 1A =K K 1N E 0O54W.7N1) C E N T R A L D UTILITY E E S B TRUCTURE E E E E E D E C E D E C C B E E LOD E LOD E LO E D E L O D 1F2L"= C11M0P9.01 C O M E E L O D O D E C E C E F L E E E E E E E E E E C E E A E D E LOD A E E E C E TEERTS YECAL E E E L O B C E E LOD E E E C E E E L O D V E E E E E E PIPE CFLLO 6S"E CDL TAHYR NUE S/RST IWM R== U S 11 C A 11 T N 01 U75 E M .R .77H E72 M E A (SOL I UOTT N L DERT AUINN KN S OWN) TREET E ACOM E E E E E E E E C B A L O D LOD RI E D D E E L O D O R C H ORCHA A RD DR R IVE E E R E E T C E E E C O M E LOD LOD LOD LOD LOD L O D T YARD HYDRANT C C E S C O M E E M E AIN STREET A E A C N E A M L O D C A L E E E E N D E F E E E E E E C O L O D C P COM A LOD LO E D E E E E A FL 1F2 S L" T S1 O /5R S" RI W ME M === I 111N 111T 001A 995 ...K 449E 666 A C E E JUNCTCIOONN DBUOIXT T E E R T S Y E E E E D BFURLICLK O VFA WUALTTER L O D A E UNDE F( R RU G EE R ML O OS U VT N EA D DT I) S O T N ORAGE TANKS BUCKN LO ER D DRIVE C CMEAMREKT B EERRSY (GT E RYIPD) LO I N A D E D L O D LOD COM LO D O D COM C C A E COM B C C O M U G E C C O M E E C E E E INDIAE N A HILLS D C O M RIV E E E A E E E E E E C E A E E AE E L O D WITH WABTREICRK V VAALVUELST DD D L O M L O D OR L CHA O RD DRIV D E E E E A E D M P R O A L O L O L O D E E C A L O D E E E C A UGE UGE UGE E E E E E COM C D STOCKPILE M LO D E LO E B E E C E BARPIPCEKA SRTSR AUBCATNUDROENED L O D L S O T L O O CA C T K I P O I N LE O D LOCATION T H S T R E E T C O ABANDOPNCECD P CAOR DNI S WDEUI R TIH ST L O D DOORRCCHHAARRDD ODDRCHARRRD DRIIIVEVVEE L 4 0 2 E LOD C O M T R AI L/ O M L O D LOD LOD LOD LOD LOD LOD E C MCEAMRKEETERRSY (T GYRPI)D A K
D E E L O D 6S0T"R WUICDTEU BRUER -I EFIDL LCEODNCRETE O D L
O L E
L
M LOD LOD C O O M L O D
C
D
O
L
LOD M L O O
CM D O
C
D E O
L B C ELECTRIC PANEL YARD HYDRANT YARD HYDRANT L O D M L O D L O *A CD GH AB EF J *FMTOESR FU R U * S AA A T * I T T E T / RBE R I C NE A I I T OE L EL L IL IAU E A I I T V R T T E H I C N I E NS Y Y A L C Y T I -I /I L T G T G S D N V V R RS T R R G A AH IC I O I U U O A T CT W O T NL L E U P T T T R AP T NO SR / L A P D U S A L N E T RN VS D VS EF E EF NO S OY TR T R A FM M O L E E RR R UO S TR W IL BI E TO R YX E T R U E N M N O EL VED
O D
CM
O
C
O D LOD LOD LOD LOD LOD LOD
L
L
O
D L
O
D
LOD
1 2 3 4 5 6 7 8
C D O L D O L B LOD LOD O D LOD LOD L D O L D O L L O D D O L LO D O D LOD LOD L L O D LOD LOD LO D D O L D O L D LOD O L D O L D
O L
L
O A
D
D
O
L
D
O L
L O D LOD LOD LOD LOD
PROJECT MANAGER
FILE NAME SHEET
SCALE
0 1" 2"
ISSUE DATE DESCRIPTION PROJECT NUMBER
GWD.101XC10-73953401\4146340D\20LARTNEC\GNIKROWWP\:C
MP
92:01:4
6202/32/9
REMOVAL LEGEND:
LINE ITEM REMOVAL
LINE ITEM ABANDON IN PLACE
PROTECT TREE IN PLACE AREA OF ARCHEOLOGICAL CONCERN LOD LIMITS OF DEMOLITION GENERAL NOTES 1. REFER TO SHEET G-001 FOR GENERAL NOTES.
P. KUETER
CIVIL ENGINEER C. CAIN UTILITY DEMOLITION PLAN -
GGGGLLLLEEEENNNNWWWWOOOOOOOODDDD RRRREEEESSSSOOOOUUUURRRRCCCCEEEE
OVERALL VIEW
CCCCEEEENNNNTTTTEEEERRRR BBDDUUEEIIMMLLOODDIILLNNIITTGGIIOONN --
10435937-01CX101.dwg
HDR ENGINEERING DDPPHHEEMMAASSOOEELL II23TTIIOONN -- PPHHAASSEE 23
1917 S. 67TH STREET 1" = 200' X-100
OMAHA, NE 68106 09/23/2026 PHASE III DEMOLITION
(402) 399-1000 10435937

CARPORT SHED
DECK
UNABLE
TO OPEN STRUCTURE PORCH
TUNNEL
ACCESS OVERHEAD
DOOR BUILDING FLOW
METERING
G
G
G
G G
G
G G
G
G S G S
G
G S G G S
G
G
G G G S S
G G
G U SS SS SS SS C C E G T V G -E
M G G U G G G E G G G G
EGU EGU G G
8" SW IS PLUGGED FL 8" CLAY N=1028.36 FL 8" CLAY NE=1028.61 RIM=1037.81 SAN MH
FL
15" CLAY
W=992.83
UNABLE
TO SEE
PIPES
FL
12" CLAY
E=994.53
STRUCTURE
IS OFFSET,
RIM=999.33
SAN
MH
SAN
MH
S S FL 8" PVC=1035.51 FLOW METERING STRUCTURE
S S
S S SS FL=1031.75 RIM=1037.05 STRUCTURE FLOW
METERING
FL 8" CLAY
SE/NE=1028.99
RIM=1036.49 SAN MH
ABANDONED
S S
S S S D SS
SS
FL=1074.28 18"
CMP
(MH
HAS PVC CONDUIT
ROUTED THRU)
FL 15"
RCP NE/SW=1084.24 CURB INLET=1092.42 RIM=1093.24 STORM MH FL 15" RCP W/N=1076.29 CURB INLET=1080.21 RIM=1080.99 STORM MH
FL 15"
RCP E=1076.43
CURB
INLET=1080.12 RIM=1080.83 STORM
MH
SD SD SD
SD
FL 12"
RCP E=1047.98
CURB
INLET=1050.64 RIM=1051.38 STORM MH FL 12"
RCP SE=1044.10
FL 18"
RCP NW=1044.10 RIM=1046.35 STORM
INTAKE
FL 10" SE=1025.58
FL 15"
RCP NW=1025.39
FL 18"
RCP SE=1037.49 RIM=1041.94 STORM MH
FL
24" CMP NW/SE=1013.88
RIM=1016.43 STORM
INTAKE
FL
SE=1013.88
FL
NW=1002.50
4X4
RCBC
S D
S D
S D
S D
FL
24" CMP NW=1021.72
FL
24" CMP SE=1024.47
RIM=1027.67 STORM
MH
FROM
CMP
TO
RCBC
UNKNOWN
LOCATION
OF
TRANSITION
S D
FL 15"
RCP NW=1033.06
CURB
INLET=1037.29 RIM=1038.26 STORM
MH
FL 18"
RCP N=1031.06
FL 15"
RCP S=1031.96
CURB
INLET=1036.57 RIM=1037.46 STORM
MH
SD
SD
SD
POINT
ASSUMED
AND
CONNECTION
ALIGNMENT
FL 15"
RCP
NW=1021.25
FL 15"
RCP
NE=1020.20
CURB
INLET=1024.08
RIM=1024.96 STORM
MH
FL 15"
RCP
SE=1020.89
CURB
INLET=1024.09
RIM=1024.79 STORM
MH
FL 15" RCP NW=1029.83 FL 15" RCP SW=1029.33
FL 6" CMP
NE=1031.79
FL 6" CMP SE=1031.93
FL 15" RCP
SE=1030.79
CURB INLET=1033.83
FL 15" RCP
NW=1030.79
RIM=1034.63
CURB INLET=1033.76
STORM MH
RIM=1034.79 STORM
MH FL=1032.27 15"
RCP
S D
S D
S D
S D
S D
CONNECTION POINT
OF
IDENTIFY COULD
NOT
VINE STREET
W
W
W
W
W
W
IOW
NI
A M A STREET
S T W R E E
T
W
W W
W
W
W
W
W
W W W W
W W W ORCHARD DRIVE W W W W W E
E
E E
A
YARD
HYDRANT
E
E
E
E
STRUCTURE (UNKNOWN) 60" DIAMETER CONCRETE
E
E
1 2 3 4 5 6 7 8
C
O L LOD B
D
LOD
DOL
LOD DOL LOD O L
D
LO LO D D
OL D
L O D O L LO D
D
RESTRICTED AREA - REFER TO L GENERAL NOTE 2 FOR REQUIREMENTS
O
D
LO D
L
L O
O D D
LO L PROTECT EASTERN WHITE PINE TREE D O D
5
L
DOL D O L D O L O D
9 OL D L O
D
L L O O D D
L O
D
4 4 L O D L
D O L D O L 5 LOD 2 ORCHARD DRIVE LOD LOD D O PROTECT NOR L O T D HERN HACKBERRY TREE A LO D LOD LOD 4 LO D D O L 9 LOD L O D
O L LOD D
PROJECT MANAGER
FILE NAME SHEET
SCALE
0 1" 2"
ISSUE DATE DESCRIPTION PROJECT NUMBER
GWD.101XC10-73953401\4146340D\20LARTNEC\GNIKROWWP\:C
MP
41:93:6
6202/32/9
REMOVAL LEGEND:
LINE ITEM REMOVAL
LINE ITEM ABANDON IN PLACE
PROTECT TREE IN PLACE
AREA OF ARCHEOLOGICAL CONCERN
LOD LIMITS OF DEMOLITION
GENERAL NOTES
1. REFER TO SHEET G-001 FOR GENERAL NOTES.
2. THIS PROJECT SITE CONTAINS RESTRICTED AREAS THAT
ARE IDENTIFIED IN THE PLAN THAT REQUIRE THE
CONTRACTOR'S SPECIAL ATTENTION.
2.1. FOR RESTRICTED AREAS THAT WILL NOT BE
DISTURBED AS PART OF THIS CONSTRUCTION, THE
CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION SAFETY FENCE ON ALL SIDES FACING
CONSTRUCTION OF THE RESTRICTED AREA WHERE
CONSTRUCTION ACTIVITIES WILL TAKE PLACE PLUS AN
ADDITIONAL 10-FT ON THE IMMEDIATELY ADJACENT
SIDES TO IDENTIFY RESTRICTED AREAS AND PREVENT
UNNECESSARY ACCESS DURING CONSTRUCTION.
2.2. FOR RESTRICTED AREAS THAT WILL BE DISTURBED
DURING CONSTRUCTION, REFER TO THE PROJECT
MANUAL, SPECIAL CONDITIONS SECTION, FOR
ADDITIONAL CONTRACT REQUIREMENTS WHEN
WORKING IN THESE AREAS.
3. CLEAR AND GRUB ALL TREES THAT ARE NOT LABELED TO
BE PROTECTED WITHIN THE LIMITS OF DEMOLITION (LOD).
KEYNOTES
##
1. REMOVE EXISTING STORM SEWER MANHOLE IN ITS
ENTIRETY.
2. REMOVE EXISTING STORM SEWER INLET IN ITS ENTIRETY.
3. REMOVE EXISTING STORM SEWER PIPE.
4. REMOVE EXISTING SANITARY SEWER MANHOLE IN ITS
ENTIRETY. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
5. PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
6. PLUG AND ABANDON EXISTING FUEL OIL PIPE IN PLACE.
7. REMOVE EXISTING TUNNEL IN ITS ENTIRETY.
8. REMOVE TOP OF EXISTING TUNNEL AND BACKFILL WITH
STRUCTURAL FILL TO GRADE.
9. PLUG AND ABANDON EXISTING GAS LINE IN PLACE.
10. ABANDON EXISTING SANITARY SEWER MANHOLE IN
PLACE. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
MATCHLINE, SEE SHEET X-103
P. KUETER
CIVIL ENGINEER C. CAIN UTILITY DEMOLITION PLAN - AREA 1
GGGGLLLLEEEENNNNWWWWOOOOOOOODDDD RRRREEEESSSSOOOOUUUURRRRCCCCEEEE
CCCCEEEENNNNTTTTEEEERRRR BBDDUUEEIIMMLLDDOOIILLNNIIGGTTIIOONN --
10435937-01CX101.dwg
HDR ENGINEERING DDPPEEHHMMAAOOSSEELL II23TTIIOONN -- PPHHAASSEE 23
1917 S. 67TH STREET 1" = 60' X-101
OMAHA, NE 68106 09/23/2026 PHASE III DEMOLITION
(402) 399-1000 10435937

G
G H G H G DOCK
WOOD PRIVACY FENCE SHED
WATER TOWER AREA - NO ENTRY 108" CHAIN LINK FENCE WITH BARBED WIRE STRANDS LIMITS OF UNDERGROUND BUILDING ARE ASSUMED
BASEMENT ACCESS
G
H H G G H H BASEMENT ACCESS
G G DECK
RECESSED AREA
BEHIND RETAINING WALL G BASEMENT ACCESS
G H BASEMENT ACCESS
NO ACCESS TO COURTYARD
H H
FRAMED STORAGE SHED
G
ELEVATED WALKWAY (TERMINATES WITH RAILING)
H G
G
15" PCC HEADWALL
AND PCC APRON
CDF
E
G U
G UGE U G E UGE U G E U G E UGE UGE E UGE U G
U UGE G U E G U E G U E E E U G G E U G G E UGE UGE UGE U G E U C W R C W S UGE UGE G E U
C C T V G E UUG UGE GEE U UGE -E M E U G E UGE G U U G E G U E UGE U G E
E G U E G U U G E U G E UGE E G C U G E U UGE E- V T C U G
M E
UGE
E G U U G E U G E U G E
U UGE G E U G E
E G
U
U G E U G E
E G E UU G G U E
UGE
UGE
E UGE UGE UGE G U
E
G
U
U G E U G E E G U
UGE
UGE G E U
UGE UGE
U
G E E G
U
E
G
U
SHELTER ON PCC PAD
CEMETERY PLOT MAP IN KIOSK
ON PCC PAD
G G
G
G
G
G
G
S S S S
S S
S S
S S G
G G
G
G
SS
SS
F C L U 1 R 5 B " I R N C L P E T W = / 1 N 0 = 8 1 0 0 .2 7 1 6.29 SD FL 12" RCP R N IM E = = 1 1 1 0 0 9 0 8 . . 0 4 2 2 S D R F C L I U M 1 R = 5 B 1 " 1 I R N 1 C 6 L P . E 3 T 1 N = E 1 = 1 1 1 1 5 1 .9 3 0 .61 F F F L L L 8 6 1 " " 5 " C C R P P C P P P W W N = = E 1 1 = 1 1 1 1 1 1 7 0 1 . . 7 9 0 6 1 .9W6 S S W S D FL 24" RCP S=1120.09 W FL 8" PVC W=1096.32 FL 6" PVC SW=1113.61 STORM MH
SD W RIM=1129.23 SD CURB INLET=1128.04 STORM MH FL 12" RCP SE=1125.29 RIM=1079.32 S SS FL 8" PVC E=1074.87 S SS F F L L 1 1 2 5 " " C R P C P P W S= = 1 1 0 0 7 7 4 4 . . 7 7 7 7 C A M S D S D W L A W P R O A D STORM INTAKE S D W SS W C RIM=1127.25 E Y FL 4" PVC E=1123.10
S T R S SS SS E E S T D W 12" PVC W S W W W W W W W W W W W W S DW W W W W SAN MH STORM MH FL=1106.43 RIM=1096.79 RIM=1085.32 W W FL 8" CLAY S=1091.59 FL 15" RCP N/SE=1076.37 STORM MH
FL 8" CLAY N=1067.39 S D UNABLE TO S W D S S ROOF DRAIN R S IM T = O 1 R 1 M 21 M .3 H 9 S D R F C L I U M 2 R = 4 B 1 " 1 I R N 2 C 1 L P . E 4 T 3 N = = 1 1 1 1 2 1 0 8 .7 .0 0 8 R F S L A IM N 8 = " M 1 C 1 H L 0 A 1 Y .0 7 N-S=1094.82 VERI W FY OUTLET W SD W OUTLET F C L U 1 R 5 B " R IN C L P E E T = = 1 1 1 1 1 2 7 0 . . 0 7 9 2 F F L L 1 1 5 5 " " R R C C P P S W E = = 1 1 1 1 1 1 6 6 .8 .8 8 0 S D W W FL 6" CLAY SW=1095.02 STORM INTAKE RIM= S 1 A 1 N 09 M .2 H 5 SS W STORM INTAKE S D T (A O S T S U U N M N E E D L ) F F R L L IM 8 6 = " " 1 H H 1 S D D 2S P P 0. E E 0 1 E S = W 1 = 1 1 1 1 3 1 .5 6 1 .2 W 1 W S D FL 6" CLAY SW/NE=1103.95 S W STORM INTAKE D W FL 12" R N I W M= = 1 1 1 1 1 1 8 4 . . 6 7 2 2 F F L L 6 8 " " H C D PP P E N W =1 = 1 1 1 1 5 1 .1 6 1 .91 S D SS FL 15 R " I M E = = 1 1 1 1 1 0 5 9 . . 9 4 6 6 W FL 12" STEEL S=1114.90 FL 12" PVC NW=1112.99 S S W W W W W W W W W W FL 12" S/SW=11 W 09.46 W S D
W
D STORM MH SAN MH SS W S W S D
RIM=1093.19 RIM=1114.55 D S
CURB INLET=1092.31 FL 6" CLAY S/NE=1108.93 FL 15" RCP SW=1088.49 STORM MH S S S W (MH HAS PVC CONDUIT ROUTED THRU) RIM=1128.07 D SD SD FL 15" RCP S=1112.22 F S U T L O L R R O IM M F = W I 1 N 1 A T 1 T A 5 E . K 5 R E 0 F F L L 8 1 " 5 " C R LA C Y P S N W W = = 1 1 1 1 1 1 1 1 . . 9 9 5 5 D W W W W CONNE O C F T 1 IO 5" N R A C N P D A L N O D C 8 A " T P IO VC N R ST IM O = R 1 M 09 I 7 N . T 50 AKE S IS ASSUMED FL 8" PVC E=1096.00 FL 8" PVC S=1095.90
S FL 8" PVC W=1095.75
S S ORCHARD DRIVE DESTINATION UNKNOWN S D STORM MH W
F
R S
L
T IM O
1
=
2
R 1
"
M 1
S
2
T
I 2 N
E
.2 T
E
7 A
L
K
N
E
=1117.87
S S D W
RIM=1128.11
FL 15" RCP N=1113.21 FL 8" CLAY W=1117.56
FL 10" CPP S=1116.56
S W R S IM T = O 1 R 1 M 21 M .8 H 2 R ST IM O = R 1 M 12 M 1. H 88 DESTINATION D CURB INLET=1121.11 CURB INLET=1121.05 UNKNOWN
FL 6" STEEL E=1119.47 FL 6" STEEL W=1118.63 SD FL 12" RCP E=1118.63 D SD SD R S IM TO = R 11 M 1 5 M .4 H 0 SD S S TO D RM MH S R S IM T = O 1 R 1 M 23 M .1 H 9
F F L L 1 1 8 5 " " R R C C P P S N W E= = 1 1 1 1 0 0 7 7 . . 7 7 0 0 R 8" I M C = L 1 A 1 Y 1 6 N . E 72 F N L O 4 O " U PV TL C E S T = V 1 I 1 WS 1 I 6 B . L 1 E 9 SD S D R ST IM O = R 1 M 11 M 0. H 32 S D
15" RCP E CURB INLET=1109.50
STORM MH LID SEIZED (SLOTTED) SD FL 15" RCP W=1105.57
RIM=1109.07 FL 12" HDPE E=1105.52
FL C 1 U 5 R " R B C IN P L N E E T = = 1 1 1 1 0 0 4 8 . . 6 2 7 9 SD R S IM T = O 1 R 1 M 10 M .4 H 0 SD SD FL 15" RCP SW=1103.82 CURB INLET=1109.55 SD
15" RCP IS REDUCED TO W SD FL 12" RCP W=1108.25 8" PVC AT MANHOLE W FL 8" CLAY N=1108.33
STORM INTAKE FL 15" RCP E=1107.95
S RIM=1082.41
STORM MH STORM INTAKE D FL 8" PVC N=1079.91
RIM=1108.98 RIM=1121.84 FL 12" HDPE W=1079.56 15" RCP CURB INLET=1108.18 FL 6" STEEL NE=1120.74 FL 18" HDPE S=1078.71 FL 15" RCP NE/SW=1103.48 FL=1102.60
S D
ORCHARD DRIVE
S
D
S
D
S 60" WIDE BURIED CONCRETE D STRUCTURE - FILLED
18" HDPE
FL=1060.35
15" CMP
FL=1057.53
23" STEEL PIPE
FL NW=1055.73
FL SE=1054.25
SD
12" CMP
FL=1048.12 SD
SD
DS
1 2 3 4 5 6 7 8
M O E E C
LO D L O D C A L T E E 9 Y E LO E E R T S C E S T R COM D T BUCKNER DRIVE N CONDUIT D E JUNCTION BOX D N O E 5 E L P E
LO D D N D I E E LO D D D A FUEL STATION O O (REMOVED) E L L A
LOD LOD LOD LOD LOD LOD LOD C B E LO D 4 O D LOD LOD LOD LOD LOD LOD C E L D L O D O UNDERGROUND STORAGE TANKS L LO D 2 D O L 5 E 2 O D L
E 8 CEMETERY GRID A A
D MARKERS (TYP)
2 E O L C LO D BRICK VAULT D FULL OF WATER O 2 L 4 3 LO D 1 WITH WA B T R E IC R K V V A A LV U E L S T D
D O O L
L 2 A E D LO E O D L D
7 D
O D LO L O
D E L E 1 2 D D O O D L L
LO D 1 E E E PROTECT BUR OAK TREE P R O A LOD M D 3 A O 1 C L
E LO E
D
C 5
1
RESTRICTED AREA - REFER TO LO D 3 B GENERAL NOTE 2 FO C R REQUIREMENTS L O D
2 2 E 3
B
2
D O L LO E BRICK STRUCTURE D APPEARS ABANDONED D
O
L
E
LO D E E
OORRCCHHAARRDD DDRRIIVVEE
D
O
L
D
O
L E
D
O
L
D
LOD
O
L
LOD
LOD
CEMETERY GRID
MARKERS (TYP)
D E E
O L O D
L
PROTECT NORWAY SPRUCE TREE
D
O
D L
O
L
OD
L
D LOD
O
L
LOD LOD LOD LOD LOD
A
RESTRICTED AREA - NO ACCESS
CONTRACTOR TO SURROUND AREA
WITH CONSTRUCTION FENCE AND
DO NOT DISTURB
PROJECT MANAGER
FILE NAME SHEET
SCALE
0 1" 2"
ISSUE DATE DESCRIPTION PROJECT NUMBER
GWD.101XC10-73953401\4146340D\20LARTNEC\GNIKROWWP\:C
MP
62:43:6
6202/32/9
MATCHLINE, SEE SHEET X-103
P. KUETER
CIVIL ENGINEER C. CAIN UTILITY DEMOLITION PLAN - AREA 2
GLENWOOD RESOURCE
CENTER BUILDING
10435937-01CX101.dwg
HDR ENGINEERING DEMOLITION - PHASE 2
1917 S. 67TH STREET 1" = 60' X-102
OMAHA, NE 68106
(402) 399-1000 10435937
101-X
TEEHS EES ,ENILHCTAM
MATCHLINE,
SEE SHEET X-106
MATCHLINE,
SEE
SHEET
X-105
REMOVAL LEGEND: LINE ITEM REMOVAL LINE ITEM ABANDON IN PLACE
PROTECT TREE IN PLACE AREA OF ARCHEOLOGICAL CONCERN LOD LIMITS OF DEMOLITION
GENERAL NOTES 1. REFER TO SHEET G-001 FOR GENERAL NOTES. 2. THIS PROJECT SITE CONTAINS RESTRICTED AREAS THAT ARE IDENTIFIED IN THE PLAN THAT REQUIRE THE CONTRACTOR'S SPECIAL ATTENTION. 2.1. FOR RESTRICTED AREAS THAT WILL NOT BE DISTURBED AS PART OF THIS CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION SAFETY FENCE ON ALL SIDES FACING
CONSTRUCTION OF THE RESTRICTED AREA WHERE CONSTRUCTION ACTIVITIES WILL TAKE PLACE PLUS AN
ADDITIONAL 10-FT ON THE IMMEDIATELY ADJACENT SIDES TO IDENTIFY RESTRICTED AREAS AND PREVENT UNNECESSARY ACCESS DURING CONSTRUCTION. 2.2. FOR RESTRICTED AREAS THAT WILL BE DISTURBED DURING CONSTRUCTION, REFER TO THE PROJECT MANUAL, SPECIAL CONDITIONS SECTION, FOR
ADDITIONAL CONTRACT REQUIREMENTS WHEN
WORKING IN THESE AREAS. 3. CLEAR AND GRUB ALL TREES THAT ARE NOT LABELED TO BE PROTECTED WITHIN THE LIMITS OF DEMOLITION (LOD).
KEYNOTES
##
1. REMOVE EXISTING STORM SEWER MANHOLE IN ITS ENTIRETY.
2. REMOVE EXISTING STORM SEWER INLET IN ITS ENTIRETY. 3. REMOVE EXISTING STORM SEWER PIPE. 4. REMOVE EXISTING SANITARY SEWER MANHOLE IN ITS ENTIRETY. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
5. PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
6. PLUG AND ABANDON EXISTING FUEL OIL PIPE IN PLACE.
7. REMOVE EXISTING TUNNEL IN ITS ENTIRETY. 8. REMOVE TOP OF EXISTING TUNNEL AND BACKFILL WITH STRUCTURAL FILL TO GRADE.
9. PLUG AND ABANDON EXISTING GAS LINE IN PLACE.
10. ABANDON EXISTING SANITARY SEWER MANHOLE IN
PLACE. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
GGGLLLEEENNNWWWOOOOOODDD RRREEESSSOOOUUURRRCCCEEE
CCCEEENNNTTTEEERRR DDBEEUMMILOODLLINIITTGIIOONN --
PPDHHEAAMSSOEEL I23TION - PHASE 3
09/23/2026 PHASE III DEMOLITION