Land Use: SPECIAL PURPOSEImprovements: FAST FOOD ...€¦ · Markup Summary. Subject: Callout Page...

2
S 89°27'15" E 90.72 S 41°29'32" W 207.93 S 28°46'56" W 92.70 219.81 R=180.00 Δ=69°58'06" N 70°21'05" W 116.13 N 20°34'39" E 87.68 10' UTILTIY & DRAINAGE EASEMENT 30' CROSS-ACCESS, UTILITY & DRAINAGE EASEMENT 30' CROSS-ACCESS, UTILITY & DRAINAGE EASEMENT PROPERTY LINE BUILDING SETBACK SIDE BUILDING SETBACK EXISTING PRIVATE ROAD EXISTING PRIVATE ROAD EXISTING PRIVATE ROAD ROAD SETBACK, NON-ARTERIAL BUILDING SETBACK 5,887 SF RETAIL CENTER CROSS ACCESS DRIVE EXISTING TRANSFORMER Land Use: M ERCHANDIZING Improvements: NEIGHBORHOOD SHOPPING CT MTDB LLC 7358 MCLAUGHLIN ROAD LOT 5 BECKETT @ WOODMEN HILLS FIL NO.1 ZONE:PBC Land Use: SPECIAL PURPOSE Improvements: SERVICE GARAGE SA MANAGEMENT LLC 7352 MCLAUGHLIN ROAD LOT 2 BECKETT @ WOODMEN HILLS FIL NO.2 ZONE:PBC ODE 200 LIN ROAD @ WOODMEN HILLS AURANT LIN ROAD ETT @ WOODMEN HILLS Land Use: SPECIAL USE Improvements: RESTAURANT KLEIN, EDWARD A. 7336 MCLAUGHLIN ROAD LOT 5A BECKETT @ WOODMEN HILLS FIL NO. 3 Land Use: SP Improvements: HARMAN CAFES SHARING TRUST 7384 MCLAUGHLIN R LOT 3 BECKETT @ WO FIL NO.1 Land Use: MERCHANDIZING Improvements: DISCOUNT STORE CF NET LEASE PORTFOLIO I DST 7392 MCLAUGHLIN ROAD LOT 4 BECKETT @ WOODMEN HILLS FIL NO.1 10' UTILITY EASEMENT 10' UTILITY EASEMENT 1 2 3 4 5 6 CONCRETE SIDEWALK LANDSCAPED AREA CONCRETE CURB/GUTTER LOADING AREA 14'W x 18'D ASPHALT PAVING 8x8x16 CMU DUMPSTER ENCLOSURE DUMPSTER 7 CONCRETE FILLED BOLLARD EXISTING FIRE HYDRANT 9 10 11 12 EXISTING CONCRETE CURB/GUTTER REMOVE CURB/GUTTER, INSTALL NEW CONCR EXISTING MANHOLE BIKE RACK TYP. 5 5 8 LEGEND-PROPOSED CHECKED DRAWN BY DATE CONSTRUCTION INC. GENERAL CONTRACTOR T-BONE (719) 570-1456 COLORADO SPRINGS, CO 80915 1310 FORD STREET Design Development Consultants @ (C) ALL RIGHTS RESERVED C2 SHOPS AT MCLAUGHLIN II LD JF 10-12-2017 D1-7074 7368 McLaughlin Road, Peyton CO 80831 Revisions # DESCRIPTION DATE 1" = 20'-0" 1 of 4 2 SITE PLAN N Engineering, Inc. Terra Nova " C r e a t i v e C i v i l E n g i n e e r i n g S o l u t i on s " PRELIMINARY GRADING PLAN N:\jobs\1729.00\Drawings\172900 DP.dwg, 10/12/2017 11:01:49 AM, DWG To PDF.pc3

Transcript of Land Use: SPECIAL PURPOSEImprovements: FAST FOOD ...€¦ · Markup Summary. Subject: Callout Page...

Page 1: Land Use: SPECIAL PURPOSEImprovements: FAST FOOD ...€¦ · Markup Summary. Subject: Callout Page Label: [1] GRAD Lock: Locked Status: Checkmark: Unchecked Author: dsdlaforce Date:

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CONCRETE SIDEWALK

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AutoCAD SHX Text
EX SANITARY SEWER MANHOLE RIM=6869.88 INV=6858.9
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SANITARY SEWER MANHOLE RIM=6869.45 INV W=6857.7 INV E=6857.6
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STORM SEWER MANHOLE RIM=6863.04 INV= 6859.4
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STORM INLET RIM=6862.82 INV W= 6858.6 INV E=6858.4 INV N&S=6858.5
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201
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ST
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ST
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ST
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6864
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6863
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6864
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6866
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6869
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6867
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6868
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6869
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6868
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6867
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6866
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6866
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6867
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6868
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6869
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6870
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6870
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6870
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6865
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6865
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6865
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6864
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3'-0" DOORS
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3'-4"DOORS
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EX 6869.39 FL
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EX 6866.80 FL
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EX 6866.29 FL
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EX 6866.32 FL
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EX 6866.12 AE
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EX 6865.19 AE
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EX 6865.17 FL
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EX 6865.20 FL
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EX 6862.08 FL
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EX 6862.85 FL
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EX 6863.55 FL
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EX 6863.81 FL
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EX 6870.25 FL
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EX 6865.61 ULFO(O)
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EX 6864.73 SE
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EX 6862.65 FL
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EX 6863.02 FL
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EX 6863.08 FL
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EX 6869.19 FL
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3'-0" DOORS
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3'-4" DOOR
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8' DOOR
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2%
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1%
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1%
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2%
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0%
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2.65%
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68.15
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68.15
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2.7%
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2.7%
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4.2%
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3%
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4%
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2%
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1.81%
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FF=68.20
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68.15
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68.15
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2.25%
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1.69%
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1%
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3%
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2.06%
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1%
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2%
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5.8%
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6%
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2%
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ST
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ST
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1.5%
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2%
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PR 12" STORM SEWER
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PR 12" STORM SEWER
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2%
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1.13%
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PR CROSSPAN
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2%
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PR 2' CHASE
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PR INLET, TYP
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0
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SCALE:
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20'
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20'
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40'
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1"=20'
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www.tnesinc.com
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FAX: 719-635-6426
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OFFICE: 719-635-6422
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COLORADO SPRINGS, CO. 80903
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125 N. WAHSATCH AVE., SUITE 101
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GRADING LEGEND EXISTING CONTOURS - MINOR EXISTING CONTOURS - MAJOR UNERGROUND ELECTRIC LOCATES (RED FLAGS) UNDERGROUND GAS LOCATES (YELLOW FLAGS) UNDERGROUND FIB. OPT. LOCATES (ORANGE FLAGS) UNDERGROUND WATER LOCATES (BLUE FLAGS) UNDERGROUND CTV LOCATES (ORANGE FLAGS) UNDERGROUND TEL. LOCATES (ORANGE FLAGS) PROPOSED FINISHED SURFACE PROPOSED FLOWLINE SPOT ELEVATION ASPHALT EDGE LOW POINT HIGH POINT EXISTING ELEVATION GRADE & DIRECTION TERRAIN STRING BOUNDARY MONUMENT CONCRETE CURB TOP BACK PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE CONCRETE EDGE PROPOSED FINISHED GROUND
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ULT(O)
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FS
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FL
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6130
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6132
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SE
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AE
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LP
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HP
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12.00*
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2.2%%%
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ULW(B)
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ULL(R)
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ULG(Y)
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ULE(R)
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TS
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ULCTV(O)
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BM
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TBC
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EX 7314.00
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7314.00
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62
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CE
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FG
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FG
jane.miller
Text Box
9 OF 12
dsdlaforce
Callout
Identify the INV for both the incoming and outgoing pipes.
dsdlaforce
Callout
Revise label to Storm Inlet. Identify whether the existing inlet is public or private.
dsdlaforce
Text Box
The erosion control map was not included with the submittal. On the resubmittal. Submit a Grading and Erosion Control Plan (GEC) as a standalone plan set. Include a cover page with the standard GEC Notes, signature blocks, vicinity map, etc. (see ECM Appendix E for Grading and Erosion Control Plan submittal checklist). Submit the associated Financial Assurance Estimate Form for the cost of the Erosion Control BMPs.
dsdlaforce
Text Box
Add "PCD File No. PPR-17-055" at the bottom right of the cover sheet of the standalone Grading and Erosion Control Plan.
Page 2: Land Use: SPECIAL PURPOSEImprovements: FAST FOOD ...€¦ · Markup Summary. Subject: Callout Page Label: [1] GRAD Lock: Locked Status: Checkmark: Unchecked Author: dsdlaforce Date:

Markup Summary

Subject: CalloutPage Label: [1] GRADLock: LockedStatus: Checkmark: UncheckedAuthor: dsdlaforceDate: 1/11/2018 2:37:35 PMColor:

Revise label to Storm Inlet. Identify whether theexisting inlet is public or private.

dsdlaforce (4)

Subject: Text BoxPage Label: [1] GRADLock: LockedStatus: Checkmark: UncheckedAuthor: dsdlaforceDate: 1/11/2018 2:37:36 PMColor:

The erosion control map was not included with thesubmittal.

On the resubmittal. Submit a Grading and ErosionControl Plan (GEC) as a standalone plan set.

Include a cover page with the standard GECNotes, signature blocks, vicinity map, etc. (seeECM Appendix E for Grading and Erosion ControlPlan submittal checklist).

Submit the associated Financial AssuranceEstimate Form for the cost of the Erosion ControlBMPs.

Subject: Text BoxPage Label: [1] GRADLock: LockedStatus: Checkmark: UncheckedAuthor: dsdlaforceDate: 1/11/2018 2:37:38 PMColor:

Add "PCD File No. PPR-17-055" at the bottomright of the cover sheet of the standalone Gradingand Erosion Control Plan.

Subject: CalloutPage Label: [1] GRADLock: LockedStatus: Checkmark: UncheckedAuthor: dsdlaforceDate: 1/11/2018 2:37:34 PMColor:

Identify the INV for both the incoming and outgoingpipes.

Land Use: SPECIAL PURPOSE

Improvements: SERVICE GARAGE

SA MANAGEMENT LLC

7352 MCLAUGHLIN ROAD

LOT 2 BECKETT @ WOODMEN HILLS

FIL NO.2 ZONE:PBC

Revise label to Storm Inlet. Identify whetherthe existing inlet is public or private.

The erosion control map was not included with the submittal.

On the resubmittal. Submit a Grading and Erosion Control Plan (GEC) as astandalone plan set.

Include a cover page with the standard GEC Notes, signature blocks, vicinitymap, etc. (see ECM Appendix E for Grading and Erosion Control Plan submittalchecklist).

Submit the associated Financial Assurance Estimate Form for the cost of theErosion Control BMPs.

Add "PCD File No. PPR-17-055" at the bottom right of the cover sheet of thestandalone Grading and Erosion Control Plan.

Land Use: SPECIAL PURP

Improvements: SERVICE G

SA MANAGEMENT LLC

7352 MCLAUGHLIN ROAD

LOT 2 BECKETT @ WOOD

FIL NO.2 ZONE:PBC

Identify the INV for both the incoming andoutgoing pipes.