10878151 Drawings_Rio Bayamon Housing_San Juan_PR.pdf

PDF 6 MB Posted Jun 6, 2024

Attached to: Design/Build Construction for San Juan Hurricane Rebuild Rio Bayamon at USCG Base San Juan, San Juan, PR (Phase 1-Reprocurement)
Solicitation number: 70Z04724RPCNI0007
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Jun 6, 2024

This document contains drawings and plans related to a federal construction contract opportunity for the Design/Build Construction for San Juan Hurricane Rebuild Rio Bayamon at USCG Base San Juan, San Juan, PR (Phase 1-Reprocurement).

The drawings show plans for infrastructure, utilities distribution, and resiliency improvements for the Rio Bayamon Housing sites at the U.S. Coast Guard Sector San Juan. Key elements include a new campus-wide generator system and distribution, a new water storage tank with pump and distribution piping, storm sewer improvements, grading and paving, and a new pump house building. The contract number is 70Z05018DAECOMT06 and the solicitation number is 70Z04721FBSJRFP00, with an issue date of 12/14/2023. This is a design-build project posted exclusively for contractors on the DHS/USCG National Multiple Award Construction Contract III (NMACC III - Pool 1).

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File	Type	Posted
Combined 70Z04724RPCNI0007 Rio Bayamon Phase I_RFI Log - responses v2.pdf	PDF	Aug 27, 2024
Amendment_0005_70Z04724RPCNI0007 Rio Bayamon_pdf.pdf	PDF	Aug 27, 2024
Amendment_0004_70Z04724RPCNI0007 Rio Bayamon_pdf.pdf	PDF	Aug 16, 2024
SF30 70Z04724RPCNI0007 Rio Bayamon Phase 1_posted.pdf	PDF	Aug 8, 2024
70Z04724RPCNI0007 Rio Bayamon Phase I_RFI Log - Responses.pdf	PDF	Aug 8, 2024
Rio Bayamon Site Visit Attendance Log.pdf	PDF	Jul 17, 2024
_Amendment 0002 70Z04724RPCNI0007 Rio Bayamon Housing_.pdf	PDF	Jul 17, 2024
Rio Bayamon Housing Google Map.pptx	PPTX presentation	Jul 1, 2024
Amendment 0001 70Z04724RPCNI0007 Rio Bayamon Housing.pdf	PDF	Jul 1, 2024
General Decision No. PR 20240002_Heavy Construction_San Juan, PR.pdf	PDF	Jun 6, 2024
Attachment E - CSTO Electric Vehicle Support Equipment.pdf	PDF	Jun 6, 2024
Attachment D - CSTO Advanced Metering Infrastructure.pdf	PDF	Jun 6, 2024
10878151 Specifications_Rio Bayamon Housing_San Juan_PR.pdf	PDF	Jun 6, 2024
TOA_Rio Bayamon Housing_San Juan_PR_updated.pdf	PDF	Jun 6, 2024
RFP1-10878151 Appendix B - ElectDeliv.pdf	PDF	Jun 6, 2024
Attachment C - UFC Engine-Driven Gen Systems.pdf	PDF	Jun 6, 2024
Attachment B - ISCDS.pdf	PDF	Jun 6, 2024
RFP1-10878151 Appendix C - Adept File Naming.pdf	PDF	Jun 6, 2024
RFP1-10878151 Appendix D - Design Narrative.pdf	PDF	Jun 6, 2024
RFP1-10878151 Appendix E - Industry Standards for Const Documents.pdf	PDF	Jun 6, 2024
RFP1-10878151 Appendix A - ComputerGenDrwgs.pdf	PDF	Jun 6, 2024

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Base San Juan Hurricane Rebuild Rio Bayamon Housing – Infrastructure, Utilities, Resiliency

Project No. 10878151 Rio Bayamon, PR

Attachment A Drawings

D-1 to D-8

C-1 to C-4

E-1 to E-6

F-1 to F-6

G-1 to G-6

I-1 to I-6

H-1 to H-6

C-3

C-4

C-5

C-2

A-1

E-1

B-2

J-1 to J-6

C-6

K-1 to K-4

D-6

L-1 to L-6

M-1 to M-6

B-3

B-4

N-1 to N-6

B-5

O-1 to O-4

D-7

P-1 to P-8

A-6

Q-1 to Q-8

A-5

R-1 to R-8

A-4

S-1 to S-8

A-3

U-1 to U-4

D-4

T-1 to T-8

A-2

V-1 to V-6

B-1

W-1 to W-4

D-3

Y-1 to Y-4

D-1

X-1 to X-4

D-2

Z-1 to Z-6

C-1

GATEHOUSE

LIFT

STATION

REC

BLDG

BATH

HOUSE

POOL

C.O.'S RESIDENCE

MAINT

BLDG

CHILD CARE

CENTER

BASE SAN JUAN HURRICANE REBUILD - RFP #01

RIO BAYAMON HOUSING - PROJECT #10878151

RIO BAYAMON, PUERTO RICO

FINAL SUBMITTAL

U.S. COAST GUARD

COMMANDING OFFICER

FACILITIES DESIGN AND CONSTRUCTION CENTER (FDCC)

SOLICITATION NO.: 70Z04721FBSJRFP00

CONTRACT NO.: 70Z05018DAECOMT06

ISSUE DATE: 12/14/2023

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TITLE

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DRAWING INDEX

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DISCIPLINE

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COVER SHEET

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SITE PLAN

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NOT TO SCALE

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BASE SAN JUAN HURRICANE REBUILD - RFP #01

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RIO BAYAMON HOUSING - PROJECT #10878151

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RIO BAYAMON

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GENERAL

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COVER SHEET

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BAYAMON

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10878151G001.DWG

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US COASTGUARD COMMANDING OFFICER

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FDCC

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NORFOLK, VIRGINIA

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AECOM

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1300 EAST 9TH ST, CLEVELAND, OHIO

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AS SHOWN

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FINAL SUBMITTAL

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U.S. COAST GUARD

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CIVIL ENGINEERING

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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TECHNICAL DIRECTOR

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BRANCH CHIEF

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APPROVING OFFICER DATE

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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LOCATION OF NEW WATER TOWER AND PUMP STATION

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CIVIL SURVEY PLAN

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CIVIL SURVEY PLAN

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CIVIL DEMOLITION SITE PLAN

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LOCATION MAP

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SCALE: N.T.S.

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VICINITY MAP

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SCALE: N.T.S.

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U.S.C.G. RIO BAYAMON HOUSINGRIO BAYAMON HOUSING

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ELECTRICAL - SITE PLAN DEMOLITION

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ELECTRICAL - 13.2KV ONE-LINE DIAGRAM - DEMOLITION

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ELECTRICAL - ONE LINE DIAGRAM - DEMOLITION

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ELECTRICAL - ONE LINE DIAGRAM - DEMOLITION

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ELECTRICAL - ONE LINE DIAGRAM - DEMOLITION

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CIVIL DEMOLITION SITE PLAN

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CIVIL STORM SEWER IMPROVEMENTS SITE PLAN

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CIVIL GEOMETRIC LAYOUT SITE MAP

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ARCHITECTURAL - PUMP HOUSE BUILDING

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CIVIL GRADING SITE PLAN

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ELECTRICAL - SITE PLAN NEW

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ELECTRICAL - PUMP HOUSE ELECTRICAL PLAN

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ELECTRICAL - 13.2KV ONE-LINE DIAGRAM - NEW

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ELECTRICAL - ONE LINE DIAGRAM - NEW

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ELECTRICAL - ONE LINE DIAGRAM - NEW

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ELECTRICAL - ONE LINE DIAGRAM - NEW

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MECHANICAL - PUMP HOUSE MECHANICAL/PLUMBING FLOOR PLAN

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NEW STORM IMPROVEMENTS AT GUARDHOUSE ENTRY

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CIVIL UTILITY SITE PLAN

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CIVIL STORM SEWER DETAILS

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MECHANICAL - PUMP HOUSE AND TANK PIPING DIAGRAM

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SHEET

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ELECTRICAL - PARTIAL SITE PLAN NEW

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ELECTRICAL - ONE LINE DIAGRAM - NEW

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ELECTRICAL - ONE LINE DIAGRAM - NEW

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CONTRACTOR FENCED STAGING AREA

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LOCATION OF NEW GENERATOR, SWITCHGEAR AND DIESEL FUEL TANK

STA-38

STA-2

STA-40

STA-3

STA-39

STA-51

STA-62

STA-61

STA-65

INLET

T/C=81.73

IE=77.30

INLET

T/C=81.72

IE=76.79

Ø=18" RCP

L=56.81

S=0.0089

SANITARY SEWER

MANHOLE

T/C=86.07

IE=82.46

SANITARY SEWER

MANHOLE

T/C=87.27

IE=82.68

INLET

T/C=87.34

IE=76.09

MANHOLE

T/C=83.90

IE=61.91

Ø=60" RCP

IE=71.24

Ø=42" CSP

IE=61.91

Ø=60" RCP

IE=61.91

INLET

T/C=86.10

IE=72.74

Ø=60" RCP

INLET

T/C=87.12

IE=82.11

Ø=18" HDPE

INLET

T/C=86.42

IE=80.18

Ø=18" HDPE

MANHOLE

T/C=85.08

IE=63.61

INLET

T/C=82.16

IE=78.68

INLET

T/C=82.09

IE=76.21

INLET

T/C=85.23

IE=80.24

INLET

T/C=82.71

IE=72.21

INLET

T/C=82.63

IE=77.34

SANITARY SEWER

MANHOLE

T/C=83.47

IE=79.53

SANITARY SEWER

MANHOLE

T/C=84.62

IE=78.06

Ø=42" CSP

Ø=30" PVCP

IE=69.24

Ø=14" PVCP

IE=78.66

I.E. INVERT ELEVATION

INV. INVERT

EXIST. EXISTING

T.O.W. TOP OF WALL

A B B R E V I A T I O N S :

C.B.

S. MH.

SS. MH.

CONC.

C.S.

F.F.E.

CATCH BASIN

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CONCRETE

CONCRETE SLAB

FINISH FLOOR ELEVATION

POINT OF CURVE

PT POINT OF TANGENT

HP HIGH POINT

LP LOW POINT

GC+

GRADE CHANGE POSITIVE

GC-

GRADE CHANGE NEGATIVE

PRC POINT OF REVERSE CURVE

PCC POINT OF COMPOUND CURVE

S SLOPE

LENGTH

MTS. METERS

T.E. TERRAIN ELEVATION

R.W. RETAINING WALL

L.W. LOW WALL

M. METERS

CURVE COEFFICIENT

A.D.

ALGEBRAIC DIFFERENCE

STA. STATION

ELEV. ELEVATION

PVI POINT OF VERTICAL INTERSECTION

E EASTING

N NORTHING

DIA.

DIAMETER

B.O.F.

BOTTOM OF FOUNDATION

SURVEY NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. FIELDWORK PERFORMED MARCH AND APRIL 2021

3. HORIZONTAL CONTROLS ARE REFERRED TO THE PUERTO RICO STATE PLANE

COORDINATE SYSTEM: NAD 83 (2011.000); AND WAS ESTABLISHED BY GPS OBSERVATIONS

USING A INSTRUMENT LEICA BRAND, MODEL SR-530 DOUBLE FREQUENCY RECEIVERS.

4. VERTICAL DATUM IS REFERRED TO A TIDAL BENCHMARK WITH DESIGNATION 975 5371

A TIDAL OF THE NATIONAL GEODETIC SURVEY.

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF THE SURVEY

MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS AN INDICATION OF THE

GENERAL CONDITIONS EXISTING AT THAT TIME.

6. UNDERGROUND UTILITIES WERE LOCATED BASED ON ABOVE GROUND EVIDENCE.

CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE BEGINNING OF ANY

JOBS.

T/C TOP OF CASTING

SURVEY LEGEND:

7. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE

FOLLOWING ITEMS BUT NOT LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND

INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF MAJOR DISCREPANCIES

EXIST, CONTACT THE COR FOR RESOLUTION.

8. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF

ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS ENCOUNTER DURING

DEMOLITION / EXCAVATION PROCESS.

9. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE

DEMOLITION OR INSTALLATION, SAID ITEMS SHALL BE REPLACED AND RESTORED IN EQUAL

OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT REMOVAL TO ONLY

THOSE AREAS WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

GUARD HOUSE AREA

SCALE 1": 40'

WOODEN POLE

PROPERTY POINT

WATER MANHOLE

WATER METER

CONTROL STATION

CATCH BASIN OR INLET

SANITARY SEWER

METAL POLE

CONCRETE POLE

STORM SEWER LINE

WATER VALVE

X X

GATE

PEDESTAL

CHAIN LINK FENCE

BARBED WIRE FENCE

POWER LINE

SANITARY SEWER LINE

PALM TREE

TREE

GUY CABLE

SIGN

CONCRETE GUTTER

MANHOLE

STREET LIGHT BOX

PROPERTY LINE

CHAIN LINK FENCE

WITH CONC. BASE

CENTER LINE

SPOT ELEVATIONS

HANDICAP RAMP

HEAD WALL

WATER PIPE

TELEPHONE LINE

GUARD RAIL

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

BOUNDARY ID NUMBER

CLEAN OUT

LUMINARY

FIRE HYDRANT

BORING

KILOMET/CR POST

CONCRETE SWALE

EARTH SWALE

CUT OR FILL SLOPE

T/CLEPHONE BOX

ELECTRICAL BOX

STRUCTURE

STORM SEWER

MANHOLE

ROOF DRAIN DISCHARGE

EDGE OF PAVEMENT

TEL

STM

CIVIL-SURVEY SITE PLAN

BASE SAN JU

AN HURRICAN

E REBUILD - B

AYAMON HOU

SING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

CONTROL STATIONS:

# NORTHING EASTING ELEV. DESC.

1 857585.5641 763547.4705 89.7689 BASE

2 857563.7825 763418.0572 84.0922 STA-2

3 857638.9538 763492.4183 86.9653 STA-3

4 857687.2394 763605.6387 89.8881 STA-4

5 857693.0478 763696.2551 92.1019 STA-5

6 857656.666 763820.401 95.3208 STA-6

7 857575.1657 763918.7525 98.4581 STA-7

8 857478.4675 763971.9704 101.0267 STA-8

9 857291.541 764072.0769 106.7171 STA-9

10 857200.1773 764134.4413 109.5697 STA-10

11 857140.2032 764270.3712 112.7756 STA-11

12 856946.6723 764331.6842 117.5842 STA-12

13 856793.9795 764498.1447 123.0358 STA-13

14 856697.1156 764549.6797 125.5808 STA-14

15 856575.3893 764569.8254 136.2484 STA-15

16 856578.889 764401.9024 129.0245 STA-16

17 856584.1808 764328.9957 127.3687 STA-17

18 856593.519 764198.3624 124.1016 STA-18

19 856601.7666 764083.4725 120.9711 STA-19

20 856623.0275 763991.9127 118.6437 STA-20

21 856659.9144 763926.8828 116.6838 STA-21

22 856755.6271 763843.0186 113.4244 STA-22

23 856927.9583 763742.4809 108.2854 STA-23

24 856875.2599 763607.4899 106.0606 STA-24

25 856642.5332 763724.9549 109.7499 STA-25

26 856952.8006 763556.0495 103.4369 STA-26

27 857032.7199 763437.0235 99.214 STA-27

28 857213.0293 763280.6805 93.3823 STA-28

29 857337.8644 763274.3925 90.2718 STA-29

30 857388.904 763311.7337 88.5124 STA-30

31 857436.0855 763357.8246 89.0689 STA-31

32 857485.23 763545.9121 89.3939 STA-32

33 857407.7925 763649.0473 94.124 STA-33

34 857279.1756 763912.1918 101.7127 STA-34

35 857071.5134 763780.3875 104.6207 STA-35

36 856644.9213 764821.9882 120.8957 STA-36

37 856917.71 764622.3753 110.7972 STA-37

39 857810.7316 763357.2014 87.4869 STA-39

40 857726.2408 763316.2323 87.293 STA-40

41 857964.0873 763433.5706 88.8753 STA-41

42 857964.3001 763735.1278 94.003 STA-42

43 857867.8434 763854.4109 87.4291 STA-43

44 857716.8819 763981.4456 86.2809 STA-44

45 857520.8348 764139.2734 89.4428 STA-45

46 857412.8685 764219.7351 92.6326 STA-46

47 857327.4293 764289.4258 98.2173 STA-47

48 857157.1512 764426.0106 94.3924 STA-48

49 857027.224 764537.5731 99.1086 STA-49

50 856934.0239 764603.6006 109.4413 STA-50

51 857540.6481 763196.2707 88.3712 STA-51

52 857482.5147 763157.0201 91.8241 STA-52

53 857424.0807 763117.9969 95.3168 STA-53

54 857283.6489 763040.7441 99.2954 STA-54

55 857030.3343 763152.0742 97.6457 STA-55

56 856964.2491 763193.8276 98.6375 STA-56

57 856831.4198 763336.9141 101.1749 STA-57

58 856752.3377 763426.3329 103.7086 STA-58

59 856696.4705 763490.5232 105.2679 STA-59

60 856650.5506 763564.9314 106.9688 STA-60

61 857761.3781 763174.7976 82.973 STA-61

62 857641.2854 763158.151 87.2724 STA-62

63 856769.0978 764261.9849 122.0899 STA-63

64 856778.5367 763656.9882 107.5033 STA-64

65 857921.519 763178.0446 81.5617 STA-65

66 857218.1253 763448.3904 92.5069 STA-66

67 857303.2972 763739.7178 95.7316 STA-67

68 857394.0518 763896.7552 99.1043 STA-68

69 857524.6621 763757.9528 95.2657 STA-69

SURVEY

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( IN FEET )

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CO.

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SLB

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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A/E PROJECT NO.:

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BASE SAN JUAN HURRICANE REBUILD - RFP #01

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RIO BAYAMON HOUSING - PROJECT #10878151

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RIO BAYAMON

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US COASTGUARD COMMANDING OFFICER

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FDCC

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NORFOLK, VIRGINIA

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AECOM

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1300 EAST 9TH ST, CLEVELAND, OHIO

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AS SHOWN

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FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

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U.S. COAST GUARD

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CIVIL ENGINEERING

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CIVIL

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SURVEY SITE PLAN - G.H. AREA

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BAYAMON

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10878151C101.DWG

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STA-13

STA-14

STA-15

STA-36

SANITARY SEWER

MANHOLE

T/C=125.77

IE=121.18

SANITARY SEWER

MANHOLE

T/C=123.14

IE=116.91

INLET

T/C=125.03

IE=120.03

INLET

T/C=122.25

IE=118.09

INLET

T/C=122.03

IE=117.03

W W

STA-21

STA-22

STA-25

SANITARY SEWER

MANHOLE

CLOGGED

T/C=114.31

IE=107.09

INLET

T/C=112.03

IE=107.87

INLET

T/C=112.08

IE=107.25

BASE SAN JU

AN HURRICAN

E REBUILD - B

AYAMON HOU

SING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

I.E. INVERT ELEVATION

INV. INVERT

EXIST. EXISTING

T.O.W. TOP OF WALL

A B B R E V I A T I O N S :

C.B.

S. MH.

SS. MH.

CONC.

C.S.

F.F.E.

CATCH BASIN

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CONCRETE

CONCRETE SLAB

FINISH FLOOR ELEVATION

PC POINT OF CURVE

PT POINT OF TANGENT

HP HIGH POINT

LP LOW POINT

GC+

GRADE CHANGE POSITIVE

GC-

GRADE CHANGE NEGATIVE

PRC POINT OF REVERSE CURVE

PCC POINT OF COMPOUND CURVE

S SLOPE

LENGTH

MTS. METERS

T.E. TERRAIN ELEVATION

R.W. RETAINING WALL

L.W. LOW WALL

M. METERS

CURVE COEFFICIENT

A.D. ALGEBRAIC DIFFERENCE

STA. STATION

ELEV. ELEVATION

PVI POINT OF VERTICAL INTERSECTION

E EASTING

N NORTHING

DIA.

DIAMETER

B.O.F.

BOTTOM OF FOUNDATION

SURVEY NOTES:

T/C TOP OF CASTING

WOODEN POLE

PROPERTY POINT

WATER MANHOLE

WATER METER

CONTROL STATION

STORM SEWER

CATCH BASIN OR INLET

SANITARY SEWER

METAL POLE

CONCRETE POLE

SURVEY LEGEND:

STORM SEWER LINE

WATER VALVE

GATE

PEDESTAL

CHAIN LINK FENCE

BARBED WIRE FENCE

POWER LINE

SANITARY SEWER LINE

PALM TREE

TREE

GUY CABLE

SIGN

CONCRETE GUTTER

MANHOLE

STREET LIGHT BOX

PROPERTY LINE

CHAIN LINK FENCE

WITH CONC. BASE

CENTER LINE

SPOT ELEVATIONS

HANDICAP RAMP

HEAD WALL

WATER PIPE

TELEPHONE LINE

GUARD RAIL

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

BOUNDARY ID NUMBER

CLEAN OUT

LUMINARY

FIRE HYDRANT

BORING

KILOMET/CR POST

CONCRETE SWALE

EARTH SWALE

CUT OR FILL SLOPE

T/CLEPHONE BOX

ELECTRICAL BOX

STRUCTURE

STORM SEWER

MANHOLE

ROOF DRAIN DISCHARGE

EDGE OF PAVEMENT

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. FIELDWORK PERFORMED MARCH AND APRIL 2021

3. HORIZONTAL CONTROLS ARE REFERRED TO THE PUERTO RICO STATE PLANE

COORDINATE SYSTEM: NAD 83 (2011.000); AND WAS ESTABLISHED BY GPS OBSERVATIONS

USING A INSTRUMENT LEICA BRAND, MODEL SR-530 DOUBLE FREQUENCY RECEIVERS.

4. VERTICAL DATUM IS REFERRED TO A TIDAL BENCHMARK WITH DESIGNATION 975 5371 A

TIDAL OF THE NATIONAL GEODETIC SURVEY.

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF THE SURVEY

MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS AN INDICATION OF THE

GENERAL CONDITIONS EXISTING AT THAT TIME.

6. UNDERGROUND UTILITIES WERE LOCATED BASED ON ABOVE GROUND EVIDENCE. CONTRACTOR

MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE BEGINNING OF ANY JOBS.

7. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE

FOLLOWING ITEMS BUT NOT LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT

ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF MAJOR DISCREPANCIES EXIST, CONTACT THE

COR FOR RESOLUTION.

8. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY

ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION /

EXCAVATION PROCESS.

9. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR

INSTALLATION, SAID ITEMS SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION

THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT REMOVAL TO ONLY THOSE AREAS WHERE IT IS

REQUIRED AND SHOWN ON THE PLANS.

TEL

STM

A B

SCALE 1": 40'

CIVIL - SURVEY SITE PLAN AREA - B

SCALE 1": 40'

CIVIL - SURVEY SITE PLAN AREA - A

10. FOR SURVEY CONTROL STATIONS SEE DRAWING C-101.

AutoCAD SHX Text S

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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AutoCAD SHX Text 60.00

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CO.

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SLB

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SHEET ID

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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AutoCAD SHX Text B

AutoCAD SHX Text A

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PLOTTING SCALE:

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SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SURVEY PLAN-A&B AREAS

AutoCAD SHX Text

BAYAMON

AutoCAD SHX Text C-102

AutoCAD SHX Text

10878151C102.DWG

AutoCAD SHX Text

STA-40

STA-3

STA-39

STA-51

STA-62

STA-61

STA-65

INLET

T/C=81.73

IE=77.30

INLET

T/C=81.72

IE=76.79

Ø=18" RCP

L=56.81

S=0.0089

SANITARY SEWER

MANHOLE

T/C=86.07

IE=82.46

SANITARY SEWER

MANHOLE

T/C=87.27

IE=82.68

INLET

T/C=87.34

IE=76.09

MANHOLE

T/C=83.90

IE=61.91

Ø=60" RCP

IE=71.24

Ø=42" CSP

IE=61.91

Ø=60" RCP

IE=61.91

INLET

T/C=86.10

IE=72.74

Ø=60" RCP

INLET

T/C=87.12

IE=82.11

Ø=18" HDPE

INLET

T/C=86.42

IE=80.18

Ø=18" HDPE

MANHOLE

T/C=85.08

IE=63.61

INLET

T/C=82.16

IE=78.68

INLET

T/C=82.09

IE=76.21

INLET

T/C=85.23

IE=80.24

INLET

T/C=82.71

IE=72.21

INLET

T/C=82.63

IE=77.34

SANITARY SEWER

MANHOLE

T/C=83.47

IE=79.53

SANITARY SEWER

MANHOLE

T/C=84.62

IE=78.06

Ø=42" CSP

Ø=30" PVCP

IE=69.24

Ø=14" PVCP

IE=78.66

EXIST.

16" Ø STORM SEWER

PIPE TO

BE REMOVED

L=37.75'

R S

T M

EXIST.

CURB AND GUTTER

TO BE DEMOLISHED

L=6.00'

EXIST.

CONC. PERIPHERAL FENCE

TO BE DEMOLISHED AND

REBUILT

L=13.00' M

LEGEND :

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

EXISTING SANITARY SEWER LINES

EXISTING STORM SEWER LINESTM

EXISTING WATER LINEW

EXISTING STORM SEWER LINE TO BE REMOVEDRSTM

EXISTING BULDING

EXISTING CONCRETE PERIMETERS FENCE TO BE DEMOLISHED A RECONSTRUCTED

DEMOLITION NOTES:

GUARD HOUSE AREA

SCALE 1": 40'

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE FOLLOWING ITEMS BUT NOT

LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF

MAJOR DISCREPANCIES EXIST, CONTACT THE ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH

RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR INSTALLATION, SAID ITEMS

SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT

REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

CIVIL-DEMOLITION SITE PLAN

BASE SAN JU

AN HURRICAN

E REBUILD - B

AYAMON HOU

SING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

DEMOLITION SITE PLAN-G.H. AREA

AutoCAD SHX Text

BAYAMON

AutoCAD SHX Text C-103

AutoCAD SHX Text

10878151C103.DWG

AutoCAD SHX Text

STA-15

STA-36

W W

EXIST. CURB & GUTTER

TO BE DEMOLISHED

L=35.00' TO MATCH NEW

WATER TANK ACCESS ROAD

EXIST. PALM

TO BE REMOVED

EXIST. 4'-0" HEIGHT

FENCE TO BE REMOVED

AND REPLACED FOR A

6'-6" CHAIN LINK FENCE

L=27.92

SEE SHEET CIVIL SPECS

FOR DETAILS

STA-21

STA-22

STA-25

EXISTING CONCRETE SIDEWALK

TO BE DEMOLISHED AND

RE-GRADE AND RE-SEED

GREEN AREA (L=192.62')

EXISTING GENERATOR

TO BE REMOVED AND

CONC. PAD TO BE

DEMOLISHED

EXISTING FENCE TO BE

REMOVED AROUND

EXISTING CONCRETE PAD

TO REMAIN

EXIST. CURB & GUTTER

TO BE DEMOLISHED

(L=27.00') TO MATCH NEW

FENCED IN AREA ACCESS ROAD9.79

14.04

.61

41.88

EXISTING DIESEL FUEL

TANK

TO BE REPLACED

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

EXISTING BULDING

DEMOLITION NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS

OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR

SHALL VERIFY ALL THE FOLLOWING ITEMS BUT NOT LIMITED TO

EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION

OF CATCH BASINS AND MANHOLES, ETC. IF MAJOR DISCREPANCIES

EXIST, CONTACT THE ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR

PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED

CONTAMINATION IS ENCOUNTER DURING DEMOLITION / EXCAVATION

PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR

STRUCTURE DEMOLITION OR INSTALLATION, SAID ITEMS SHALL BE

REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE

ORIGINAL. CONTRACTOR SHALL LIMIT REMOVAL TO ONLY THOSE AREAS

WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

SCALE 1": 40' SCALE 1": 40'

CIVIL-DEMOLITION SITE PLAN AREA - ACIVIL-DEMOLITION SITE PLAN AREA - B

BASE SAN JU

AN HURRICAN

E REBUILD - B

AYAMON HOU

SING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

A B

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

DEMOLITION SITE PLAN

AutoCAD SHX Text

BAYAMON

AutoCAD SHX Text C-104

AutoCAD SHX Text

10878151C104.DWG

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text N

STA-40

STA-39

N O

STA-51

STA-62

STA-61

INLET

T/C=81.73

IE=77.30

INLET

T/C=81.72

IE=76.79

Ø=18" RCP

L=56.81

S=0.0089

SANITARY SEWER

MANHOLE

T/C=86.07

SANITARY SEWER

MANHOLE

T/C=87.27

IE=82.68

INLET

T/C=87.34

IE=76.09

MANHOLE

T/C=83.90

IE=61.91

Ø=60" RCP

IE=71.24

Ø=42" CSP

IE=61.91

Ø=60" RCP

IE=61.91

INLET

T/C=86.10

IE=72.74

Ø=60" RCP

INLET

T/C=87.12

IE=82.11

Ø=18" HDPE

INLET

T/C=86.42

IE=80.18

Ø=18" HDPE

INLET

T/C=82.16

IE=78.68

INLET

T/C=85.23

IE=80.24

INLET

T/C=82.71

IE=72.21

INLET

T/C=82.63

IE=77.34

SANITARY SEWER

MANHOLE

T/C=83.47

IE=79.53

SANITARY SEWER

MANHOLE

T/C=84.62

IE=78.06

R-

GUARDHOUSEENTRANCE

EXIT

STREET NO. 1

EXIT. JOGGING TRAIL

R -1

Ø=42" CSP

IT.

ING

AIL

Ø=30" PVCP

IE=69.24

Ø=14" PVCP

IE=78.66

NEW INLET NO.1

TO BE CONSTRUCTED

OR INSTALLED

T/C=82.38 I.E.=78.82

NEW 18" Ø R.C.P.

TO BE INSTALLED

L=43.93' S=0.016

NEW INLET NO. 2

TO BE CONSTRUCTED

OR INSTALLED

T/C=82.10 I.E.=79.02

EXIST. SS MH

TO REMAIN

T/C=85.08 I.E.=63.61

NEW 18" Ø R.C.P.

TO BE INSTALLED

L=13.04' S=0.045

EXIST. INLET

TO REMAIN

T/C=82.09 I.E.=76.21

NEW 36" Ø R.C.P.

TO BE INSTALLED

L=37.25' S=0.046

I.E.=74.50 I.E.=78.45

NEW INLET NO. 1

TO BE INSTALLED OR

TO BE CONSTRUCTED

T/C= 82.38 I.E.=78.82

NEW INLET NO. 2

TO BE INSTALLED OR

TO BE CONSTRUCTED

T/C= 82.09

I.E.=79.02 EXIST. INLET

TO REMAIN

T/C= 82.09 I.E.=76.21

EXIST. SSMH

TO REMAIN

T/C= 85.08 I.E.=63.61

I.E.=78.45

I.E.=74.50

HOR. 1 : 40'

VERT. 1 : 20'SCALE :

.82

.38

STATIONS

.00

PROFILE FROM INLET NO. 1 TO EXISTING SSMH

EXISTING

GROUND

INVERT

ELEVATION 79

.02

.09 0+

.93

.21

.09

.95

.61

.08

.22

.45

.50

18" Ø R.C.P.

L=43.93 S=0.016

36" Ø R.C.P.

L=37.25 S=0.046

18" Ø R.C.P.

L=13.04 S=0.045

EXISTING

GROUND

EXISTING

GROUND

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

NEW R.C.P.TO BE INSTALLED (SEE DIAMETER ON PLAN)

EXISTING BULDING

NEW INLET TO BE CONSTRUCTED OR INSTALLED

TOP ELEVATION

INVERT ELEVATION

T/C

I.E.

CIVIL-STORM SEWER IMPROVEMENTS SITE PLAN

SCALE 1": 40'

STORM SEWER NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE FOLLOWING ITEMS BUT NOT LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF

MAJOR DISCREPANCIES EXIST, CONTACT THE ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH

RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR INSTALLATION, SAID ITEMS SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT

REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

GUARD HOUSE AREA

BASE SAN J

UAN HURRIC

ANE REBUIL

D - BAYAMO

N HOUSING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text N

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

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DATE

AutoCAD SHX Text

CHECKED BY:

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DRAWN BY:

AutoCAD SHX Text G

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PLOTTING SCALE:

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SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

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CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS SITE PLAN

AutoCAD SHX Text

BAYAMON

AutoCAD SHX Text C-105

AutoCAD SHX Text

10878151C105.DWG

AutoCAD SHX Text

STA-15

STA-36

13.50'

12.00'

4.25'

12.00'

11.56'

.50

13.50'

R=11.50'

.50

R=11 .50

'R=11.50'

12.00'

R=5.00'

R=5.

C-106 C-106

C-106 C-106 2

1 2

7 8

EXIST. JOGGING TRAIL

GREEN

AREA

GREEN

AREA

GREEN

AREA

GREEN

AREA

0+50

1+00

1+27

0+00

0+50

2+00

2+50

2+94

PC: 0+84.94

: 1

+4 6.3

: 1

+7 8.6

PT: 2+09.61

BOTTOM

ELEV.=127.25'

: 0

+7 4.0

PT: 1+01.53

2:1

N o.1

STM

LINE-2 ENDS

STA: 1+27.09

N: 856,603.8031 E: 764,795.9979

WATER TANK

ACCESS ROAD BEGINS

LINE-1 BEGINS

STA: 0+00.00

N: 856,755.3496 E: 764,550.2862

WATER TANK-ACCESS ROAD ENDS

LINE-1 ENDS

STA: 2+94.07

N: 856,645.1834 E: 764,730.9476

LINE-2

STA: 0+27.58

N: 856,645.1834 E: 764,730.9476

LINE-2 BEGINS

STA: 0+00.00

N: 856,644.4575 E: 764,703.3820

12.97'

PUMP HOUSE

F.F.E.=125.97'

(SEE MECHANICAL,

ELECTRICAL & ARCHITECTURAL

DWGS. FOR DETAILS)

WATER STORAGE TANK

USABLE CAPACITY: 233,000 GAL

WITH 46" FREEBOARD

N=856,616.0068 E=764,722.3281

NEW ASPHALT

PAVEMENT ROAD

NEW ASPHALT

PAVEMENT ROAD

NEW REINFORCED

CONCRETE SLAB

8.50' 5.00'

STA-21

STA-22

STA-25

0+00

0+500+75

STREET No.1

.00

12.00'

16.90'

10 11

R132.60'

5.00'

16.90'14.96'

4.8 6'

5.1 1'

5.0 5'

6.6 0'

10.02' 10.00'

CONTROL POINT

N: 856,671.5478 E: 763,837.4683

CONTROL POINT

N: 856,674.6818 E: 763,851.4060

.00

R25.00'

R20.00'

CONTROL POINT

N: 856,673.2259 E: 763,872.6027

CONTROL POINT

N: 856,677.5984 E: 763,886.5129

5.00'

5.0 0'

NEW 5'-0" WIDE

CONCRETE SIDEWALK

NEW FENCED IN AREA WITH GATES

AROUND NEW CONCRETE PAD, NEW

GENERATOR, SWITCHGEAR &

EXISTING FUEL TANK

EXISTING CURB TO BE

DEMOLISHED TO NEW

CONCRETE DRIVEWAY

NEW GENERATOR

ACCESS ROAD BEGINS

LINE-3 BEGINS

STA: 0+00.00

N: 856,680.2369 E: 763,921.5570

NEW 5'-0" W. CONCRETE

SIDEWALK BEGINS

LINE-4 BEGINS

STA: 0+00.00

N: 856,680.2369 E: 763,921.5570

LINE-3

STA: 0+35.21

N: 856,653.1784 E: 763,899.0218

NEW GENERATOR

ACCESS ROAD ENDS

LINE-3 ENDS

STA: 0+91.76

N: 856,657.3959 E: 763,837.6170

5.00'

NEW REINFORCED

CONCRETE PAVEMENT

R8.00'

NEW FENCED IN AREA SHALL

BE RE-GRADED WITH (4") TH.

OF (1-1/2") CLEAN GRAVEL

NEW 5'-0" W. CONCRETE

SIDEWALK ENDS

LINE-4 ENDS

STA: 1+61.30

N: 856,685.4931 E: 763,896.3220

BASE SAN J

UAN HURRIC

ANE REBUIL

D - BAYAMO

N HOUSING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

L E G E N D :

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

STATIONING

EXISTING BULDING

GENERAL NOTES:

TYPICAL SECTION FOR 13.50' ACCESS ROAD

ROADWAY

6.75'

13.50'

GREEN

AREA

VARIES

ROADWAY

1 %

6.75'

C-106C-106

1 %

GREEN

AREA

VARIES

TYPICAL SECTION FOR 12.00' ACCESS ROAD

ROADWAY

6.00'

12.00'

VARIES

ROADWAY

1 %

6.00'

C-106C-106

1 %

GREEN

AREA

VARIES

GREEN AREA

(WHERE

OCCURS)

(NEW PAVED LANE) (NEW PAVED LANE)

0+00

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE

FOLLOWING ITEMS BUT NOT LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF MAJOR DISCREPANCIES EXIST, CONTACT THE

ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY

ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION /

EXCAVATION PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR

INSTALLATION, SAID ITEMS SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT REMOVAL TO ONLY THOSE AREAS WHERE IT IS

REQUIRED AND SHOWN ON THE PLANS.

SCALE 1": 40'

SURFACE COURSE MIX IV - D

2" HOT PLANT MIX. BITUMINOUS

TYPICAL ASPHALT PAVEMENT DETAIL

6" CRUSHED STONE CLASS 1

GRADING "A"

GRADING B 1

4" CRUSHED STONE CLASS II

PROPOSED CHAIN LINK FENCE

PROPOSED 6'-6" CHAIN LINK FENCE STAKEOUT DATA - AREA - A

LINE BEARING DISTANCE POINT DESCRIPTION

COORDINATES

NORTH (Y) EAST (X)

1-2 N 88°31'16" E 37.22 1 856656.8724 764738.7577 TO BE ESTABLISHED

2-3 S 58°52'28" E 30.16 2 856657.8329 764775.9606 TO BE ESTABLISHED

ARC DATA: A = R = T = E = L =65°12'43" 26.50 16.95 -4.18 30.16

3-4 S 26°16'7" E 32.38 3 856643.0701 764800.4086 TO BE ESTABLISHED

4-5 S 1°28'40" E 24.21 4 856614.0319 764814.7404 TO BE ESTABLISHED

5-6 S 88°31'20" W 122.11 5 856589.8282 764815.3648 TO BE ESTABLISHED

6-7 N 1°28'40" W 69.00 6 856586.6792 764693.2949 TO BE ESTABLISHED

7-8 N 88°31'31" E 30.35 7 856655.6562 764691.5154 TO BE ESTABLISHED

8-1 N 88°31'31" E 16.90 8 856656.4374 764721.8587 TO BE ESTABLISHED

AREA = SQ. CUERDAS7912.6341 FT. 0.1870

CIVIL-GEOMETRIC LAYOUT

SITE PLAN AREA - B

SCALE 1": 40'

CIVIL-GEOMETRIC LAYOUT

SITE PLAN AREA - A

PROPOSED 6'-6" CHAIN LINK FENCE STAKEOUT DATA - AREA - B

LINE BEARING DISTANCE POINT DESCRIPTION

COORDINATES

NORTH (Y) EAST (X)

8-9 N 86°16'13" E 16.90 8 856651.7095 763838.5383 TO BE ESTABLISHED

9-10 N 86°4'15" E 37.83 9 856647.9960 763893.4627 TO BE ESTABLISHED

10-11 N 86°4'15" E 5.00 10 856647.9960 763893.4627 TO BE ESTABLISHED

11-12 N 86°4'15" E 18.00 11 856647.6534 763898.4510 TO BE ESTABLISHED

12-13 N 56°59'50" E 12.66 12 856646.4195 763916.4163 TO BE ESTABLISHED

13-14 N 56°59'49" E 16.90 13 856639.5264 763927.0296 TO BE ESTABLISHED

14-15 N 56°59'49" E 12.32 14 856630.3187 763941.2066 TO BE ESTABLISHED

15-16 N 33°0'11" W 19.61 15 856623.6092 763951.5371 TO BE ESTABLISHED

AREA = SQ. CUERDAS3955.6699 FT. 0.0935

16-17 S 85°3'39" W 134.77 16 856607.1628 763940.8555 TO BE ESTABLISHED

17-18 S 3°55'45" E 84.25 17 856616.7222 763830.2389 TO BE ESTABLISHED

18-8 N 86°4'15" E 5.88 18 856652.1712 763832.6737 TO BE ESTABLISHED

AutoCAD SHX Text S

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( IN FEET )

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GRAPHIC SCALE

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NOT TO SCALE

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NOT TO SCALE

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SCALE : N.T.S.

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SHEET ID

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SOLICITATION NO. : 70Z04721FBSJRFP00

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CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

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US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

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NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

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1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

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AS SHOWN

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FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

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U.S. COAST GUARD

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CIVIL ENGINEERING

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CIVIL

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GEOMETRIC LAYOUT AREAS A&B

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BAYAMON

AutoCAD SHX Text C-106

AutoCAD SHX Text

10878151C106.DWG

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STA-15

STA-36

STREET NO. 1

W W

. 1

EXIST. JOGGING TRAIL

GREEN

AREA

GREEN

AREA

GREEN

AREA

GREEN

AREA

0+50

1+00

1+27

0+00

0+50

2+00

2+50

2+94

PC: 0+84.94

: 1

+4 6.3

: 1

+7 8.6

PT: 2+09.61

BOTTOM

ELEV.=127.25'

: 0

+7 4.0

PT: 1+01.53

126.63 126.75

126.92

124.18

125.16

125.65

125.96

125.99

5.8

5.7

5.2

124.78

125.13

125.68

126.22

125.23

125.09 125.72

125.58 125.03

125.89

125.06

125.92

125.95

125.81

125.84

125.70

125.32

125.18

124.85

124.71

125.20

125.06

125.75

125.61

126.29

126.15

S=0.

S=0.01

132.15 128.85 125.19

125.00

125.30 125.30 125.06

125.15

120.62

120.87

122.43

127.39

127.25

127.25 1:1.5

1:1.5

2:1

126.28 126.21

126.35 S=0.0158

S=0.0276 125.88 125.81

125.95

125.49 125.42

125.56 125.25

N o.1

STM

LINE-2 ENDS

STA: 1+27.09

N: 856,603.8031 E: 764,795.9979

WATER TANK

ACCESS ROAD BEGINS

LINE-1 BEGINS

STA: 0+00.00

N: 856,755.3496 E: 764,550.2862

WATER TANK-ACCESS ROAD ENDS

LINE-1 ENDS

STA: 2+94.07

N: 856,645.1834 E: 764,730.9476

LINE-2

STA: 0+27.58

N: 856,645.1834 E: 764,730.9476

LINE-2 BEGINS

STA: 0+00.00

N: 856,644.4575 E: 764,703.3820

STA-21

STA-22

STA-25

0+00

0+500+75

STREET No.1

.87

116.00

.99

S=0.01 S=

0.0 1 115.62

115.76

115.37

115.51

115.15

115.29 115.88

115.55

114.50109.52

115.00

113.50

114.50 115.50 116.50

NEW GENERATOR

ACCESS ROAD BEGINS

LINE-3 BEGINS

STA: 0+00.00

N: 856,680.2369 E: 763,921.5570

LINE-3

STA: 0+35.21

N: 856,653.1784 E: 763,899.0218

NEW GENERATOR

ACCESS ROAD ENDS

LINE-3 ENDS

STA: 0+91.76

N: 856,657.3959 E: 763,837.6170

NEW FENCED IN AREA TO BE

FILLED WITH (6") TH. LAYER OF

(1-1/2") CLEAN GRAVEL

EXISTING CONCRETE PAD

TO REMAIN

NEW 5'-0" WIDE

CONCRETE SIDEWALK

NEW REINFORCED

CONCRETE PAVEMENT

DATUM ELEV

36.576

4.48% 1.24% -0.46%

-2.59% 2.18% 2.00%

LOW PT STA: 2+01.58

LOW PT ELEV: 124.78

PVI STA:0+200.27

PVI ELEV:124.59

K:6.45

LVC:30.73

: 0 +1

.91

: 1

.99

: 0 +2

.64

: 1

.93

HIGH PT STA: 0+37.62

HIGH PT ELEV: 125.49

PVI STA:0+030.12

PVI ELEV:125.40

K:4.62

LVC:15.00

: 0 +0

.62

: 1

.06

: 0 +0

.62

: 1

.49

HIGH PT STA: 0+88.81

HIGH PT ELEV: 126.04

PVI STA:0+084.22

PVI ELEV:126.07

K:11.73

LVC:19.88

: 0 +0

.28

: 1

.95

: 0 +0

.16

: 1

.02

HIGH PT STA: 1+47.42

HIGH PT ELEV: 125.78

PVI STA:0+155.83

PVI ELEV:125.74

K:7.90

LVC:16.82

: 0 +1

.42

: 1

.78

: 0 +1

.24

: 1

.53

PV - (1)

Station=2+94.07 elev = 126.627

PV - (1)

Station=0+04.83 elev = 124.266

0+00

4.1

0+25

5.1

0+50

5.6

0+75

5.9

1+00

5.9

1+25

5.9

5.8

1+50

5.7

1+75

5.2

2+00

4.7

2+25

5.2

5.1

2+50

5.7

5.6

2+75

6.2

3+00

EXIST. GROUND

(TYP.)

PROPOSED ASPHALT

PAVEMENT (TYP.)

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

EXISTING CONTOUR LINES

PROPOSED ELEVATIONS

EXISTING BULDING

GRADING NOTES:

5. FOR SLOPES USE 2:1 TO FILL AND 1.5:1 TO CUT. THE CONTRACTOR SHALL CONSULT A GEOTECHNICAL ENGINEER TO STUDY AND OBTAIN RECOMMENDATIONS ON THE APPROPRIATE MEASURES FOR THE STABILITY OF THE PROPOSED SLOPES.

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

MAJOR DISCREPANCIES EXIST, CONTACT THE ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH

RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

PROPOSED CHAIN LINK FENCE

105.00

PROPOSED SLOPES (2:1 FOR FILL OR 1.5 : 1 FOR CUT)

SCALE 1": 40' SCALE 1": 40'

CIVIL-GRADING SITE PLAN AREA - ACIVIL-GRADING SITE PLAN AREA - B

BASE SAN J

UAN HURRIC

ANE REBUIL

D - BAYAMO

N HOUSING

USCG BASE SAN JUAN

BAYAMON HOUSING

KEYMAP

SCALE 1": 40'

PROFILE LINE - 1

WATER TANK ACCESS ROAD

AutoCAD SHX Text S

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( IN FEET )

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GRAPHIC SCALE

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SHEET ID

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

AutoCAD SHX Text G

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AutoCAD SHX Text C

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD - RFP #01

AutoCAD SHX Text

RIO BAYAMON HOUSING - PROJECT #10878151

AutoCAD SHX Text

RIO BAYAMON

AutoCAD SHX Text

AutoCAD SHX Text 10878151

AutoCAD SHX Text 10878151-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text 12-14-23

AutoCAD SHX Text

U.S. COAST GUARD

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CIVIL ENGINEERING

AutoCAD SHX Text

CIVIL

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GRADING SITE PLAN

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BAYAMON

AutoCAD SHX Text C-107

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10878151C107.DWG

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AutoCAD SHX Text N

STA-15

STA-37

STA-36

W W

PROPOSED

PUMP HOUSE

F.F.E.=125.97'

(SEE MECHANICAL,

ELECTRICAL &

ARCHITECTURAL DWGS.

FOR DETAILS)

PROPOSED

WATER STORAGE TANK

USABLE CAPACITY: 233,000 GAL

WITH 46" FREEBOARD

N=856,616.0068 E=764,722.3281

EXIST. JOGGING TRAIL

GREEN

AREA

GREEN

AREA

GREEN

AREA

GREEN

AREA

0+50

1+00

1+27

0+00

0+50

2+00

2+50

2+94

BOTTOM

ELEV.=127.25' 2:1

N o.1

STM

LINE-2 ENDS

STA: 1+27.09

N: 856,603.8031 E: 764,795.9979

WATER TANK

ACCESS ROAD BEGINS

LINE-1 BEGINS

STA: 0+00.00

N: 856,755.3496 E: 764,550.2862

WATER TANK-ACCESS ROAD ENDS

LINE-1 ENDS

STA: 2+94.07

N: 856,645.1834 E: 764,730.9476

LINE-2

STA: 0+27.58

N: 856,645.1834 E: 764,730.9476

LINE-2 BEGINS

STA: 0+00.00

N: 856,644.4575 E: 764,703.3820

NEW 6" WATER LINE

BEGINS

NEW 6'

STA: 0+00.00

NEW 6"

THRUST

STA: 0+78.40

NEW 6"

THRUST

STA: 1+10.30

NEW 6"

THRUST

STA: 1+42.20

NEW 6"

THRUST

STA: 1+74.46

NEW 6"

THRUST

STA: 1+91.10

NEW 6"

THRUST

STA: 2+07.73

NEW 6" FIRE LINE

BEGINS

STA: 0+00.00

NEW 6" FIRE LINE

45°-ELBOW AND

THRUST BLOCK

STA: 0+12.54

NEW 6" FIRE LINE

45°-ELBOW AND

THRUST BLOCK

STA: 0+26.76

NEW 6"

GATE VALVE

STA: 0+57.58

NEW 6"

THRUST BLOCK

STA: 0+61.70

NEW 4" WATER LINE

BEGINS

STA: 0+00.00

NEW 4" WATER LINE

90°-ELBOW AND

TRHUST BLOCK

STA: 0+04.12

NEW 4" WATER LINE

45°-ELBOW AND

THRUST BLOCK

STA: 0+21.55

NEW 4" WATER LINE

45°-ELBOW AND

THRUST BLOCK

STA: 0+26.99

NEW 6"

STA: 2+88.24

NEW 6"

STA: 2+92.12

NEW 6"

STA: 3+28.26

NEW 6"

STA: 3+35.52

NEW 6"

STA: 3+51.03

NEW 12"

NEW 6"

NEW 4"

SANITARY LINE POINT

OF CONNECTION

STA: 3+42.86

NEW 6"

OVERFLOW AND TANK DRAIN PIPE

NEW 4"

SANITARY PIPE

NEW 4"

SANITARY PIPE

NEW 6"

OVERFLOW AND TANK DRAIN PIPE

NEW 4"

SANITARY PIPE

4.0'

8.0'

4.0

8.0

NEW 6"

OVERFLOW AND TANK

DRAIN PIPE POINT OF

CONNECTION

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

EXISTING WATER LINE

EXISTING BULDING

PRO…

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File details come from the government source that posted it. Updated Jun 6, 2024.