DGS Gold Star Memorial - 20230331 - Bid Docs -Drawings.pdf

PDF 20 MB Posted Jul 25, 2023

Attached to: B-450-210-001 Gold Star Family Memorial Infrastructure Improvement Annapolis MD
Solicitation number: BPM038361
Issued by: Anne Arundel County, Annapolis City, Maryland

About this file

Written by GovTribe AI · May 11, 2024

This document is a set of bid documents and drawings for the DGS Gold Star Memorial Infrastructure Improvement project in Annapolis, Maryland. The project is being solicited by the state of Maryland with Anne Arundel County and the City of Annapolis as the involved jurisdictions.

The bid documents outline the scope of work for the construction of a Gold Star Family Memorial, including site preparation, landscaping, hardscaping, and related infrastructure improvements. The project includes specific item quantities and requirements, with a bid due date of March 31, 2023. A mandatory pre-bid conference and site visit are scheduled prior to the bid due date. The contract is for the completion of the project, with no mention of renewal options.

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Other files

File	Type	Posted
Bid Bond - Limited Liabiliy Company.docx	DOCX document	Jul 25, 2023
Payment of Employee Health Care Expenses Certification.docx	DOCX document	Jul 25, 2023
Contractor Questionnaire Form.pdf	PDF	Jul 25, 2023
Bid Bond.docx	DOCX document	Jul 25, 2023
DGS Gold Star Memorial - 20230331 - Bid Docs -Specifications (1).pdf	PDF	Jul 25, 2023
Notice to Bidders - Solicitation Fact Sheet Updated 5.18.23.docx	DOCX document	Jul 25, 2023
Corporate Diversity Addendum (Version 8.12.2022).docx	DOCX document	Jul 25, 2023
Attachment A - contract.pdf	PDF	Jul 25, 2023
Addendum #4.pdf	PDF	Jul 25, 2023
General Conditions for Construction Contracts January 18, 2023.pdf	PDF	Jul 25, 2023
Addendum #2.pdf	PDF	Jul 25, 2023
Addendum #1 B-450-210-001.pdf	PDF	Jul 25, 2023
Addendum #3.docx	DOCX document	Jul 25, 2023
MBE Attachment D-1A 2.5.21.pdf	PDF	Jul 25, 2023
DGS Instructions to Bidders for Construction Projects July 1, 2022.pdf	PDF	Jul 25, 2023
B-450-210-001 Prevailing Wages (1).pdf	PDF	Jul 25, 2023
Bid_Proposal Affidavit.pdf	PDF	Jul 25, 2023
MBE Attachment D 2.5.21.pdf	PDF	Jul 25, 2023
Addendum #5.pdf	PDF	Jul 25, 2023

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1. WHEN INTERPRETING THESE DRAWINGS,

PREFERENCE SHALL BE GIVEN IN ALL CASES

TO NUMERICAL DIMENSION OVER

MEASUREMENTS BY SCALE, AND TO DETAIL

DRAWINGS OVER THOSE DRAWINGS OF A

SMALLER SCALE.

2. ALL NOTES ON THE DRAWINGS SHALL BE

ASSUMED AS TYPICAL UNLESS OTHERWISE

SHOWN OR NOTED ON THE DRAWINGS.

3. IT SHALL BE THE DUTY OF THE

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND CONDITIONS GIVEN ON THE

DRAWINGS FOR CONSISTENCY WITH THE

ACTUAL CIRCUMSTANCES IN THE FIELD

BEFORE COMMENCING WORK.

4. THE CONTRACTOR SHALL BEAR ALL

RESPONSIBILITY FOR CORRECTIVE ACTION

DUE TO THE CONTRACTORS FAILURE TO

COORDINATE THE WORK.

5. THE CONTRACTOR SHALL COMPLY WITH

THE CURRENT APPLICABLE CODES,

ORDINANCES, LAWS AND OTHER LEGAL

REQUIREMENTS OF THE PUBLIC AUTHORITIES

HAVING JURISDICTION.

GENERAL NOTES

6. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY AND ALL ITEMS

REQUIRED TO PROVIDE A COMPLETE AND

USABLE FACILITY.

7. ALL BIDDERS: ALL CONTRACTORS AND

MAJOR SUBCONTRACTORS SHALL VISIT

THE SITE TO FAMILIARIZE THEMSELVES WITH

THE EXISTING CONDITIONS UNDER WHICH

THE WORK IS TO BE PERFORMED.

8. DRAWINGS, AS INSTRUMENTS OF

SERVICE, ARE AND SHALL REMAIN THE

PROPERTY OF THE ARCHITECT WHETHER

THE PROJECT FOR WHICH THEY ARE MADE

IS EXECUTED OR NOT. THEY ARE NOT TO BE

USED ON ANY OTHER PROJECTS OR

EXTENSIONS TO THIS PROJECT EXCEPT BY

WRITTEN AGREEMENT WITH THE

ARCHITECT.

9. IN THE CASE OF INCONSISTENCY

BETWEEN DRAWINGS, DRAWINGS &

SPECIFICATIONS, OR SPECIFICATIONS NOT

CLARIFIED BY ADDENDUM, THE BETTER

QUALITY OR GREATER QUANTITY OF WORK

SHALL BE PROVIDED IN ACCORDANCE

WITH THE ARCHITECT'S INTERPRETATION.

10. IF ARTIFACTS ARE REVEALED AS A

RESULT OF CONSTRUCTION ACTIVITY,

WORK MUST CEASE AND THE DEPARTMENT

OF GENERAL SERVICES SHALL BE NOTIFIED

IMMEDIATELY.

BUILDING STATISTICS

BUILDING CODES

2018 INTERNATIONAL BUILDING CODE (IBC)

USE GROUP= B, BUSINESS

CONSTRUCTION TYPE = 5B, UNPROTECTED

NO. OF STORIES = 1

ACTUAL AREA = 882 GSF

AREA/OCCUPANT = 100 GSF

OCCUPANT LOAD = 9

ACCESSIBILITY HAS BEEN DESIGNED TO MEET

COMAR 05.2.02 AND THE 2010 ADA

GUIDELINES.

ABBREVIATIONS

AC ACRE

C.F. CUBIC FEET

C.L. CENTER LINE

CONC. CONCRETE

DF DIVERSION FENCE

ELEC. ELECTRICAL

ELEV. ELEVATION

EX. EXISTING

GALV GALVANIZED

HT HEIGHT

MIN. MINIMUM

MISC. MISCELLANEOUS

MB MOUNTABLE BERM

MTD MOUNTED

O.C. ON CENTER

PERF PERFORATED

SSF SUPER SILT FENCE

SWM STORM WATER MANAGEMENT

TBR TO BE REMOVED

TSOS TEMPORARY STONE OUTLET STRUCTURE

TYP. TYPICAL

GENERAL

G100 COVER SHEET

CIVIL

C-1 SITE GENERAL NOTES

C-2 EXISTING CONDITIONS PLAN

C-3 DEMOLITION PLAN

C-4 SITE PLAN

C-5 GRADING PLAN

C-6 SEDIMENT & EROSION CONTROL PLAN - PHASE 1

C-7 SEDIMENT & EROSION CONTROL PLAN - PHASE 2

C-8 SEDIMENT & EROSION CONTROL PLAN - PHASE 3

C-9 SEDIMENT & EROSION CONTROL DA AREA

C-10 EROSION & SEDIMENT CONTROL DETAILS & SPECIFICATIONS

C-11 EROSION & SEDIMENT CONTROL DETAILS & SPECIFICATIONS

C-12 EROSION & SEDIMENT CONTROL DETAILS & SPECIFICATIONS

C-13 EROSION & SEDIMENT CONTROL DETAILS & SPECIFICATIONS

C-14 SITE DETAILS PLAN

C-15 MICRO-BIORETENTION PLAN, DETAILS & SPECIFICATIONS

C-16 MICRO-BIORETENTION DETAILS & SPECIFICATIONS

C-17 REQUIRED WATER QUALITY/IMPERVIOUS AREA MAP

C-18 ESD DRAINAGE AREA MAP

C-19 PRE & POST-DEVELOPMENT DRAINAGE AREA MAP

LIST OF DRAWINGS

LANDSCAPE

L-1 TREE PRESERVATION PLAN

L-2 LANDSCAPE PLAN

ELECTRICAL

E-001 ELECTRICAL COVERSHEET

E-100 ELECTRICAL SITE PLAN - NEW WORK

E-100C ELECTRICAL SITE PLAN - PHOTOMETRICS

E-501 ELECTRICAL DETAILS AND SCHEDULES

1 2 3 4 5 6 7 8 9

A B

C D

E F

2023 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K

165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

These drawings are the property of the

Architect, WHEELER GOODMAN MASEK &

ASSOCIATES, INC. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution to the fullest extent of the law.

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DATE 03.31.23

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS10.14.22 95% CD SUBMISSION

03.31.23 BID DOCUMENTS G100

COVER SHEET

DGS PROJECT NUMBER: B-450-210-001

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

ANNAPOLIS, MARYLAND

BID DOCUMENT SUBMISSION VICINITY MAP (N.T.S.)

BOARD OF PUBLIC WORKS

LARRY HOGAN, GOVERNOR

PETER FRANCHOT, COMPTROLLER

DERECK E. DAVIS, TREASURER

STATE OF MARYLAND

DEPARTMENT OF GENERAL SERVICES

ELLINGTON E. CHURCHILL, JR., SECRETARY

301 W. PRESTON STREET, BALTIMORE, MARYLAND 21201

DEPARTMENT OF

VETERANS AFFAIRS

GEORGE W. OWINGS III, SECRETARY

16 FRANCIS ST FL 4, ANNAPOLIS, MARYLAND 21401

SITE MAP (N.T.S.)

SITE

CERTIFICATION:

THE CONTRACT DOCUMENTS FOR THE INDICATED

PUBLIC IMPROVEMENT WERE PREPARED UNDER MY

SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE,

INFORMATION AND BELIEF, THEY COMPLY WITH THE

RELEVANT BUILDING CODES OF THE STATE OF

MARYLAND.

LICENSE NUMBER 15453, EXPIRATION DATE 06-25-2024.

CERTIFICATION:

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY LICENSED

ENGINEER UNDER THE LAWS OF THE STATE OF

MARYLAND.

LICENSE NUMBER 17655, EXPIRATION DATE 01-24-2024.

CERTIFICATION:

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY LICENSED

ENGINEER UNDER THE LAWS OF THE STATE OF

MARYLAND.

LICENSE NUMBER 19593, EXPIRATION DATE 03-31-2024.

1 26

N 486,500

E 1, 9, N 485,400

E 1, 9, N 486,500

E 1, 0, C

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

These drawings are the property of the Architect, WHEELER GOODMAN MASEK & ASSOCIATES, INC. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution to the fullest extent of the law.

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

"Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, license number 19593, expiration date 3/31/24."

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

5a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS

1. JOB SAFETY AND TRAFFIC CONTROL SHALL BE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFORM TO ALL LAWS

AND REGULATIONS IN REGARD TO WORK UNDER OR ADJACENT TO OVERHEAD

POWER LINES.

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MARYLAND DEPARTMENT

OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION STANDARDS AND

SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS UNLESS OTHERWISE NOTED.

4. THE EXISTING UTILITIES AND OBSTRUCTIONS SHOWN ARE FROM THE BEST AVAILABLE

RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO HIS SATISFACTION

PRIOR TO BIDDING AND CONSTRUCTION. NECESSARY PRECAUTIONS SHALL BE TAKEN

BY THE CONTRACTOR TO PROTECT EXISTING SERVICES AND MAINS AND ANY

DAMAGE TO THEM SHALL BE REPAIRED IMMEDIATELY AT HIS OWN EXPENSE.

5. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY

WORK WHICH WOULD NATURALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL

NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLETE SUCH WORK.

6. THE CONTRACTOR SHALL CALL MISS UTILITY (1-800-257-7777) A MINIMUM OF 72 HOURS

IN ADVANCE OF ANY EXCAVATION, BORING AND/OR DIGGING FOR THE LOCATION OF

GAS, ELECTRIC OR TELEPHONE LINES.

7. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF SERVICES FORTY-EIGHT (48)

HOURS PRIOR TO BEGINNING CONSTRUCTION.

8. ALL DISTURBED ARES WITHIN THE LIMIT OF CONTRACT THAT ARE NOT DESIGNATED

TO BE PAVED SHALL BE FINE GRADED, SEEDED AND MULCHED PER SPECIFICATIONS.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AT HIS OWN EXPENSE, TO

REPLACE EXISTING CONDITIONS WHICH WERE DAMAGED BY HIM IN THE

CONSTRUCTION OF THIS PROJECT.

10. ALL TESTS, INCLUDING BUT NOT LIMITED TO, EARTHWORK COMPACTION, CONCRETE

TESTING, ETC., FOR THIS PROJECT SHALL BE OBTAINED AND PAID FOR BY THE

CONTRACTOR.

11. THE CONTRACTOR IS TO EITHER REMOVE EXCESS SOIL OR FURNISH FILL MATERIAL

TO ACHIEVE THE PROPOSED GRADES SHOWN ON THE PLANS AT NO COST TO THE

DGS.

VICINITY MAP

SCALE: 1"=2000'

PERMITTED USE NO. 20400770

SITE

M A

R Y

D G

N O

(N A

GENERAL NOTES

LOCATION MAP

SCALE: 1" = 200'

ALL COORDINATES AND BEARINGS SHOWN HEREON ARE

REFERRED TO THE MARYLAND STATE PLANE COORDINATE SYSTEM

(NAD 83/91) AND VERTICAL ELEVATIONS (NGVD 88) USING THE

FOLLOWING ANNE ARUNDEL COUNTY SURVEY STATIONS:

STATION 2183

N 484,613.747, E 1,459,246.795

ELEV. 31.76

BENCHMARK NOTE

TAX MAP 46, GRID 13

GOVERNOR RITCHIE HIGHWAY (MD ROUTE 450)

ANNAPOLIS, MARYLAND 21401

THIRD DISTRICT ~ ANNE ARUNDEL COUNTY ~ ZONED OS

GOLD STAR FAMILY MEMORIAL

M A

R Y

D G

N O

A D

UTILITY INFORMATION

GAS - BGE, PO BOX 1475, BALTIMORE, MD 21203, (410) 265-4100

TELEPHONE - VERIZON, 1E PRATT STREET, BALTIMORE, MD

21202, (410) 954-6260

ELECTRIC - BGE, PO BOX 1475, BALTIMORE, MD 21203, (410)

265-4100

STATE HIGHWAY - MARYLAND STATE HIGHWAY COMMISSION, 707

NORTH CALVERT STREET, BALTIMORE, MD 21202, (410) 545-5582

SEWER / WATER - ANNE ARUNDEL COUNTY DPW WATER AND

WASTEWATER DIVISION, 2662 RIVA ROAD ANNAPOLIS, MD 21401,

(410) 222-7582

CALL BEFORE YOU DIG!

MARYLAND LAW REQUIRES 48 HOURS NOTICE

BEFORE PLANNED WORK TO MARK UNDERGROUND

UTILITIES PRIOR TO EXCAVATION

MISS UTILITY: 1-800-257-7777

SITE

G O

N O

R R

H W

(S O

) M D

R O

SITE LEGEND

T T T

SS SS

SDSD

DxD

X X X

PROPERTY LINE / RIGHT-OF-WAY

EXISTING CONTOUR

EXISTING WOODS

EXISTING FENCE

EXISTING TREE W/ CRITICAL ROOT ZONE

EXISTING TREE TBR

EXISTING SOILS BOUNDARY

EXISTING SOILS DESIGNATION

EXISTING UTILITY POLE W/ OVERHEAD WIRE

EXISTING WATER

EXISTING GAS

EXISTING SEWER

EXISTING TELEPHONE

EXISTING STORM DRAIN

EXISTING CRITICAL AREA LINE

EXISTING CRITICAL AREA DESIGNATION

PROPOSED ASPHALT PAVEMENT

PROPOSED STORMWATER MANAGEMENT

PROPOSED STORM DRAIN

PROPOSED LIMIT OF DISTURBANCE

G G G

W W W

CRZ

RCA

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

PROPOSED SUPER SILT FENCE

SSF SSF

100.0

STABILIZED CONSTRUCTION ENTRANCE

TPF TPFTREE PROTECTION FENCE

SOIL BORING

PROPOSED STANDARD CURB AND GUTTER

PROPOSED DEMOLITION AREA

G O

N O

R R

H W

(N O

) M D

R O

C-1

SITE GENERAL NOTES

RCA

LDA

CRITICAL AREA

BOUNDARY

PERMIT NO'S

MDE # 22-SF-0197

BUILDING PERMIT #B02

SEQUENCE OF CONSTRUCTION

OUTFALL STATEMENT

1. THE PERMITTEE (OR HIS REPRESENTATIVE) SHALL NOTIFY THE WATER AND SCIENCE ADMINISTRATION (WSA) @ 410-537-3510, SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND UNLESS WAVED BY THE ADMINISTRATION, SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A REPRESENTATIVE OF WSA. ..... 2 DAYS

PHASE I SEC (REFER TO SHEET C6)

2. INSTALL STABILIZED CONSTRUCTION ENTRANCES IN ACCORDANCE WITH THE PLANS. .…. 1 DAY

3. CLEAR MINIMAL AREAS TO INSTALL SUPER SILT FENCING, DIVERSION FENCING, MOUNTABLE BERM, TEMPORARY STONE OUTLET STRUCTURE

AND TREE PROTECTION FENCING. ….. 2 WEEKS

NOTE: ALL PERIMETER SEDIMENT CONTROLS ARE TO BE MAINTAINED AT THE END OF EACH WORKING DAY TO ENSURE THEY ARE INSTALLED

AND FUNCTIONING EFFECTIVELY.

4. OBTAIN WSA INSPECTOR'S APPROVAL, BEGIN CLEARING AND GRUBBING OF THE SITE AREA WITHIN THE LIMIT OF DISTURBANCE (LOD).

..... 3 WEEKS

NOTE: FOLLOWING ANY INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED

WITHIN:

A. THREE (3) CALENDAR DAYS AS TO SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL

SLOPES GREATER THAN 3:1.

B. SEVEN (7) DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

C. ALL DISTURBED AREAS SHALL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH VEGETATION.

PHASE II SEC (REFER TO SHEET C7)

5. UPON THE INSPECTOR'S APPROVAL BEGIN DEMOLITION PER SHEET C3, HAULING ALL DEBRIS TO AN APPROVED SITE OR LANDFILL, CLEARING

AND GRUBBING OF THE SITE AREA TO BE DISTURBED. ..... 2 WEEKS

6. BEGIN ROUGH GRADING THE SITE. ALL SITE IMPROVEMENTS MAY BEGIN, INCLUDING BUT NOT LIMITED TO CONCRETE SIDEWALK, CURB AND

GUTTER, BASE PAVE FOR PROPOSED ACCESS ROAD AND PARKING LOT. ..... 2 MONTHS

PHASE III SEC (REFER TO SHEET C8)

7. MET WITH THE INSPECTOR'S APPROVAL, CONTRACTOR MAY PHASE OUT TSOS #1 AND CONSTRUCT STORMWATER MANAGEMENT FACILITY (MICRO-BIORETENTION) AS SHOWN ON THE PLANS. REFER TO NOTES #1 THRU #3 BELOW AND S.W.M. FACILITY NOTE THIS SHEET. CONTACT INSPECTION AGENCY TO CERTIFY CONSTRUCTION OF THE FACILITIES. CONTACT WSA AT LEAST 48 HOURS PRIOR TO EXCAVATION.

..… 2 WEEKS

8. CONTINUE INSTALLATION OF FINAL PAVEMENT (SEE NOTE 5 BELOW). ..... 2 WEEKS

9. FINE GRADE AND INSTALL SEEDING, SOD, AND LANDSCAPING. ..... 2 WEEKS

10. SUBJECT TO THE WSA INSPECTOR'S APPROVAL, REMOVE ANY REMAINING SEDIMENT CONTROL MEASURES. PERFORM A FINAL CLEANUP AND MAINTENANCE OF VEGETATION AS NECESSARY TO ENSURE ESTABLISHED GROWTH OF ALL SEEDED AREAS. A FINAL SITE SURVEY AND AS-BUILT SUBMISSION PACKAGE IS REQUIRED AND APPROVAL NEEDED BY THE WSA AND MDE PRD PRIOR TO PROJECT CLOSEOUT.

THE PROJECT CANNOT BE CLOSED OUT UNTIL AS-BUILTS HAVE BEEN ACCEPTED.

NOTES :

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR / DEVELOPER TO NOTIFY WSA AND THE TESTING AND INSPECTION AGENCY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF ANY PART OF THE STORMWATER MANAGEMENT FACILITIES. IT IS ALSO THE RESPONSIBILITY OF THE TO SUBMIT AS-BUILT DRAWINGS TO WSA AND MDE PRD CERTIFYING THAT THE STORMWATER MANAGEMENT FACILITIES WERE INSTALLED PER THE APPROVED PLANS CONSTRUCTION. THE PROJECT CANNOT BE CLOSED OUT UNTIL AS-BUILTS HAVE BEEN ACCEPTED.

2. THE SWM FACILITIES SHALL RECEIVE NO DIRECT RUNOFF UNTIL ALL AREAS DRAINING TO IT ARE 95% STABILIZED AND WITH

INSPECTOR'S APPROVAL.

3. IN CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES, THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION SPECIFICATIONS AS SHOWN ON THESE PLANS. INSPECTIONS BY THE OWNERS INSPECTION AND TESTING AGENCY AND THE WSA S.W.M. INSPECTOR ARE

REQUIRED AT THE FOLLOWING MINIMAL STAGES OF THE FACILITIES CONSTRUCTION:

A. ON SUBGRADE APPROVAL FOR COMPACTION AND GRADE. SOIL TO BE AMENDED PER DETAILS SHEET C-16 (SURVEY BY CONTRACTOR).

B. AT THE COMPLETION OF EACH LAYER OF THE COMPONENTS (I.E. SAND, STONE, PIPE, ETC.).

C. AT THE COMPLETION OF FINAL GRADING AND PLANTING OF THE MICRO-BIORETENTION.

NOTE: REFER TO S.W.M. FACILITY CERTIFICATION REQUIREMENTS THIS SHEET.

THE PROPOSED DEVELOPMENT INCLUDES A NEW ACCESS ROAD AND PARKING

LOT WITH A CONCRETE SIDEWALK TO ACCESS THE EXISTING MONUMENT AREA.

THIS MONUMENT IS LOCATED ON EXISTING MARYLAND STATE PROPERTY. THE

WESTERN PORTION OF THE SITE DRAINS VIA SHEET FLOW TO THE WESTERN

PROPERTY LINE/RIGHT-OF-WAY LINE OF GOVERNOR RITCHIE HIGHWAY (MD

ROUTE 450) SOUTH BOUND LANE. THIS HAS BEEN IDENTIFIED AS LINE OF

INVESTIGATION #1. THE EASTERN PORTION OF THE SITE DRAINS VIA SHEET FLOW

TO THE EASTERN PROPERTY LINE/RIGHT-OF-WAY LINE OF GOVERNOR RITCHIE

HIGHWAY (MD ROUTE 450) NORTH BOUND LANE. THIS HAS BEEN IDENTIFIED AS

LINE OF INVESTIGATION #2. THE EXISTING DRAINAGE AREAS TO THESE POINTS

OF STUDY WILL BE MAINTAINED IN POST DEVELOPMENT CONDITIONS WITH MOST

OF THE PROPOSED DEVELOPMENT OCCURRING WITHIN THE DRAINAGE AREA OF

LOI #2. BOTH OF THESE OUTFALLS ULTIMATELY DRAIN DIRECTLY TO THE SEVERN

RIVER. A FIELD INVESTIGATION OF THE SITE OUTFALLS WAS PERFORMED BY A

REPRESENTATIVE OF BAY ENGINEERING, INC. NO SIGNS OF EROSION OR

CAPACITY ISSUES ARE VISIBLE. AS A RESULT, IT IS CONCLUDED THAT THE

PROPOSED DEVELOPMENT WILL NOT HAVE AN ADVERSE IMPACT ON THE

RECEIVING STORM DRAIN OR WATERWAYS.

THE CONTRACTOR SHALL COMPLETE A AACPS DIGGING PERMIT AND

CALL MISS UTILITY @ 1.800.257.7777 FOR UTILITY LOCATION AT LEAST

48 HOURS BEFORE BEGINNING ANY CONSTRUCTION. IN ADDITION THE

CONTRACTOR IS REQUIRED TO HIRE AND PAY FOR A PRIVATE UTILITY

MARKING SERVICE TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES ON

AACPS PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING

UTILITY MARKINGS UP TO DATE FOR THE DURATION OF THE PROJECT.

THE SITE/CIVIL ENGINEER PROVIDES THE SWM DESIGN FOR THE BID

DOCUMENTS. THE CONSTRUCTION OF THE FACILITY IS TO BE INSPECTED BY A

TESTING & INSPECTION AGENCY. THIS SERVICE IS PROVIDED BY THE

CONTRACTOR AS PART OF THE CONTRACT BID. AS A PART OF THE TESTING &

INSPECTION SERVICE THE INSPECTOR MUST COMPLETE THE STORM WATER

MANAGEMENT CONSTRUCTION CHECK LIST PROVIDED ON THE PLANS WHICH IS

TO BE PROVIDED TO THE OWNER / ARCHITECT / ENGINEER / CONTRACTOR. THE

CONTRACTOR, AT THE COMPLETION OF THE CONSTRUCTION OF THE FACILITY,

MUST PROVIDE A SURVEYED AS BUILT OF THIS FACILITY TO THE DESIGN

ENGINEER. THE ACTUAL CERTIFICATION OF THE FACILITY IS A VERIFICATION BY

THE CONTRACTOR'S ENGINEER OF THE SURVEY AND THE COMPLETED SWM

CHECK LIST AGAINST THE DESIGN DOCUMENTS AND CALCULATIONS OF THE

VOLUMES. THERE IS NO EXTRA TO THE CONTRACTOR FOR THIS WORK.

S.W.M. FACILITY CERTIFICATION

REQUIREMENTS

I HEREBY CERTIFY THAT THE STORMWATER MANAGEMENT

FACILITIES (BOTH BMPs AND ESD PRACTICES) SHOWN ON

THE PLANS AND INDIVIDUALLY IDENTIFIED BELOW HAVE

BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS

APPROVED UNDER THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT APPROVAL FOR 22-SF-0197 , EXCEPT AS

NOTED IN RED ON THE "AS-BUILT" DRAWINGS, AND THE

FURTHERMORE, THE RED-NOTED EXCEPTIONS DO NOT

ADVERSELY AFFECT THE INTENDED PERFORMACE OF THE

FACILITY (FACILITIES). "CERTIFY" MEANS TO STATE OR

DECLARE A PROFESSIONAL OPINION BASED ON

SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS AND

MATERIAL TESTS CONDUCTED DURING CONSTRUCTION.

TERRY SCHUMAN

NAME SIGNATURE

19593

MARYLAND REGISTRATION NUMBER (PE) DATE

FACILITIES BEING CERTIFIED (LIST EACH INDIVIDUALLY

USING FACILITY ID NUMBER AND/OR DESCRIPTION):

MICRO-BIORETENTION #1

NON-ROOFTOP DISCONNECTION #1

NON-ROOFTOP DISCONNECTION #2

NON-ROOFTOP DISCONNECTION #3

NON-ROOFTOP DISCONNECTION #4

NON-ROOFTOP DISCONNECTION #5

AS-BUILT CERTIFICATION

WATERSHED: SEVERN RIVER

PROPOSED PERMEABLE PAVERS

MDE# 22-SF-0197

DFDIVERSION FENCING

TEMPORARY STONE OUTLET STRUCTURE

TSOS

2 26

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CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

BENCHMARK

ELEV.:91.48

N:485888.7983 E:1459687.3841

BENCHMARK

ELEV.:88.88

N:485820.8862 E:1459762.3808

88.28

88.39

88.88

88.94

88.67

88.26

87.86

87.84 89.19

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

89.22

89.33

89.59

89.98

90.36

90.38

90.35

90.03

89.75

89.29

88.83

88.98

89.40

89.37

89.19

88.80

88.77

88.40

87.83

88.14

88.46

88.59

88.73

88.81

88.75

90.14

90.22

89.28

87.8787.8787.84

88.53

88.90

89.35

89.57

89.89

90.82

91.18

90.11

90.19

90.30

90.36

90.02

90.13 90.24

90.34

90.39

90.8090.80

91.0691.06

91.33

91.34

89.08

89.0589.1789.2289.21

89.11

88.89

88.67

EX. 14"

EX. 16"

EX. 17"

EX. 10"

EX. 58"

91.14

90.86 EX

. B

90.75

90.83

90.71

90.96 90.98

90.50

90.31

90.77

EX. FLAGPOLEEX. FLAGPOLE

91.31

91.40

91.44

91.28

91.29

91.11

91.07 91.03

91.51

91.48 90.25 90.18

EX. 18" /TRI/

91.1991.36 91.44

91.32 90.84

91.17 90.23

90.21 89.74

89.51

89.30 89.80

89.69 90.19

90.2889.82

90.26 90.82

91.10

89.80

GATE POST

EX. 14"

EX. 60"

EX. 14"

EX. 24"

90.13 89.86

88.85

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

88.68

89.84

90.91

90.92 90.47 89.44

89.2690.6190.95

90.20

89.28 88.78

88.70 88.79

(WRONG WAY)

88.2488.40

88.0189.77

90.0390.57

90.3689.71

89.9288.82

(REDUCE SPEED)

EX. 14"

88.66

88.97

EX. 12"

90.52

90.25

90.17

90.48

90.75 90.83

90.08

89.82

89.91

91.10 91.43

90.87

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

90 90

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

EX. GRAVEL20.43'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

N 485,731

E 1, 9, N 486,000

E 1, 9, BORING SWM-1

BORING P-3

BORING SWM-2

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

5a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS

BAY ENGINEERING INC. HEREBY CERTIFIES THAT THE LOCATION OF FEATURES AS

SHOWN HEREON HAVE BEEN FIELD VERIFIED.

1.20.23

TERRY SCHUMAN, P.E. 19593 DATE

RESOURCE MAP CERTIFICATION

C-2

EXISTING CONDITIONS PLAN

1" = 20'

1. LIMIT OF DISTURBANCE (LOD) = 17,520 S.F. OR 0.40 AC.±.

SWM STUDY AREA (LOI #1) = 8,861 S.F. OR 0.20 AC.±.

SWM STUDY AREA (LOI #2) = 8,659 S.F. OR 0.20 AC.±.

2. NO FLOODPLAIN OR FOREST CONSERVATION AREA EXISTS WITHIN THE LOD.

3. NO RARE, THREATENED, OR ENDANGERED SPECIES WERE IDENTIFIED ON

THE PROPERTY.

4. NO KNOWN HISTORIC STRUCTURES ARE LOCATED ON THE PROPERTY.

5. REFER TO SITE AND RESOURCE MAPPING CHART FOR EXISTING FEATURES

LOCATED ON SITE.

EXISTING CONDITIONS NOTES

MAPPED SOIL TYPES

MAP UNIT HYDRIC K-FACTOR SOILS

SYMBOL MAP UNIT NAME RATING DRAINAGE CLASS WHOLE SOIL RATING

CpB COLLINGTON-WIST-URBAN LAND COMPLEX, 0-5% SLOPES N/A WELL DRAINED 0.20 A

SITE AND RESOURCE MAPPING

(PER TABLE 5.1 OF THE MARYLAND STORMWATER DESIGN MANUAL)

NATURAL RESOURCES AND CORRESPONDING REGULATORY AUTHORITIES:

FEDERAL STATE LOCAL

WETLANDS (N/A) TIDAL AND NON-TIDAL WETLAND (N/A) STEEP SLOPES (N/A)

MAJOR WATERWAYS (N/A) WETLANDS OF SPECIAL CONCERN (N/A) HIGHLY ERODIBLE SOILS (N/A)

FLOODPLAINS (N/A) WETLAND BUFFERS (N/A) ENHANCED STREAM BUFFER (N/A)

STREAM BUFFERS (N/A) TOPOGRAPHY / SLOPES (YES)

PERENNIAL STREAMS (N/A) SPRINGS (N/A)

FLOODPLAINS (N/A) SEEPS (N/A)

FOREST (N/A) INTERMITTENT STREAMS (N/A)

FOREST BUFFERS (N/A) VEGETATIVE COVER (YES)

CRITICAL AREAS (N/A) SOILS (YES)

BEDROCK / GEODE (N/A)

EXISTING DRAINAGE AREA (YES)

(REFER TO DRAINAGE AREA MAPS)

FOR THIS SITE:

N/A = NOT FOUND ON SITE

YES = LOCATED ON SITE AND IDENTIFIED ON PLANS

SEE SHEET C1 FOR LEGENDMDE# 22-SF-0197

3 26

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CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

EX. 14"

EX. 16"

EX. 17"

EX. 10"

EX. 58"

. B

EX. FLAGPOLEEX. FLAGPOLE

EX. 18" /TRI/

GATE POST

EX. 14"

EX. 60"

EX. 14"

EX. 24"

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

(WRONG WAY)

(REDUCE SPEED)

EX. 14"

EX. 12"

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

90 90

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

EX. GRAVEL20.43'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

N 485,731

E 1, 9, N 486,000

E 1, 9, BORING SWM-1

BORING P-3

BORING SWM-2

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

5a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS C-3

DEMOLITION PLAN

1" = 20'

GENERAL SITE DEMOLITION NOTES

DEMOLITION LEGEND

EXISTING ASPHALT, RAILROAD TIE WALL,

SHRUBS AND GRAVEL TO BE REMOVED AND / OR

REPLACED

PROPOSED LIMIT OF DISTURBANCE

SEE SHEET C1 FOR EXISTING CONDITIONS

LEGEND

AT THE COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY DAMAGED CURBING, CURB AND GUTTER AND ASPHALT AS A RESULT OF CONSTRUCTION ACTIVITIES BACK TO THE PRE-EXISTING CONDITIONS OR BETTER. THE CONTRACTOR / OWNER INSPECTOR SHALL

DOCUMENT EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.

EXISTING CURB & ASPHALT NOTE

1. SAWCUT EXISTING PAVEMENT ALONG ALL CURB LINE DEMOLITION AND AT EDGE OF NEW CONSTRUCTION.

2. NO SIDEWALK OR PEDESTRIAN PATH SHALL BE CLOSED UNLESS FORMALLY

APPROVED BY THE OWNER. IN ADDITION, A FENCE SHALL BE PROVIDED BY THE CONTRACTOR AT ALL TIMES SEPARATING WORK AREAS FROM PEDESTRIAN AREAS. PROVIDE SUFFICIENT FIRE LANE ACCESS

AT ALL TIMES DURING CONSTRUCTION.

3. PARKING FOR THE CONTRACTOR IS ONLY PERMITTED WITHIN AREAS DESIGNATED BY THE OWNER.

PLAN NOTES

THE CONTRACTOR SHALL COMPLETE A AACPS DIGGING PERMIT AND CALL

MISS UTILITY @ 1.800.257.7777 FOR UTILITY LOCATION AT LEAST 48 HOURS

BEFORE BEGINNING ANY CONSTRUCTION. IN ADDITION THE CONTRACTOR

IS REQUIRED TO HIRE AND PAY FOR A PRIVATE UTILITY MARKING SERVICE

TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES ON AACPS PROPERTY. THE

CONTRACTOR IS RESPONSIBLE FOR KEEPING UTILITY MARKINGS UP TO

DATE FOR THE DURATION OF THE PROJECT.

NOTE: THE PURPOSE OF THESE NOTES ARE TO PROVIDE A GENERAL DEMOLITION GUIDANCE AND IS NOT

MEANT TO PROVIDE ALL ASPECTS OF THE DEMOLITION AND PHASING OF THE PROJECT.

1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE

AND LOCAL REGULATIONS.

2. DEMOLISH ANY CONCRETE AND MASONRY IN SMALL SECTIONS (IF NECESSARY).

3. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS AND OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF THE CLIENT AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC

WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATION.

4. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL THE

ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK.

5. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED

ENTRY OF PERSONS AT ANY TIME.

6. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT

OR OTHER APPROPRIATE REGULATORY AGENCIES AND AUTHORITIES.

7. MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES.

CLEARLY IDENTIFY, BEFORE THE COMMENCEMENT OF DEMOLITION, SERVICES THAT REQUIRE

INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE

UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE.

8. PRIOR TO THE ONSET OF DEMOLITION, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE

AND COORDINATE REMOVAL OF SAID UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.

9. PRIOR TO THE ONSET OF DEMOLITION THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AS REQUIRED BY LOCAL AGENCIES, THE STATE OF MARYLAND AND ANY APPLICABLE FEDERAL AGENCIES.

10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY ON THE SITE AT ALL TIMES DURING THE DEMOLITION

PROCESS.

11. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES, AND EXISTING SITE RECORDS. THE CONTRACTOR SHALL HIRE AND PAY FOR A PRIVATE UTILITY MARKING SERVICE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES THAT ARE WITHIN THE PROPERTY LINES AND THAT SERVICE THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING UTILITY MARKINGS UP TO DATE FOR THE DURATION OF THE PROJECT. AS PART OF THE CLOSE-OUT PACKAGE, THE CONTRACTOR WILL PROVIDE THE OWNER WITH A COMPLETE RECORD SET OF ALL LOCATED UTILITIES, IN DIGITAL FORMAT. THE CONTRACTOR IS RESPONSIBLE TO TEST PIT ALL

UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.

12. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND VEHICULAR PATHWAYS INCLUDING THE CONSTRUCTION SITE, ENTIRE PEDESTRIAN AND VEHICULAR ACCESS, PATH / ROAD AND PARKING AREA

INCLUDING CONSTRUCTION DEBRIS REMOVAL AND SNOW REMOVAL.

13. ANY OTHER FEATURE NOT SHOWN ON THIS SURVEY SHALL BE DISCUSSED WITH CLIENT PRIOR TO

REMOVAL, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FENCES, AND SIGNS.

EX. SHRUBS & RAIL

ROAD TIE WALL

TO BE REMOVED

EX. SHRUBS

TO BE REMOVED

EX. ASPHALT WALK

TO BE REMOVED

TBR

EX. BOLLARDS TO BE

REMOVED AND/OR

SALVAGED

EX. GATE POST

TO BE REMOVED

EX. TREE TO REMAIN

(SEE TREE PRESERVATION

PLAN)

EX. GATE POST

TO BE REMOVED

EX. GRAVEL DRIVE

TO BE REMOVED

EX. GRAVEL AREA

TO BE REMOVED

4' OF EX. RAIL ROAD TIE

WALL

TO BE REMOVED

MDE# 22-SF-0197

EX. ASPHALT WALK

TO BE REMOVED

4 26

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AutoCAD SHX Text

CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

EX. 14"

EX. 16"

EX. 17"

EX. 10"

EX. 58"

. B

EX. FLAGPOLEEX. FLAGPOLE

EX. 18" /TRI/

GATE POST

EX. 14"

EX. 60"

EX. 14"

EX. 24"

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

(WRONG WAY)

(REDUCE SPEED)

EX. 14"

EX. 12"

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

EX. GRAVEL20.43'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

24'

PAVEMENT

8'8' 8' 9'

13'

N 485,731

E 1, 9, N 486,000

E 1, 9, 6'

PROP. SWM

MICRO-BIORETENTION

(MB-1)

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

5a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS C-4

SITE PLAN

1" = 20'

SEE SHEET C1 FOR LEGEND

KEYED NOTES

1. PROPOSED ANNE ARUNDEL COUNTY STANDARD AND REVERSE SLOPE CONCRETE CURB

AND GUTTER PER A.A. CO. STD DETAIL I/24 AND I/25.

2. MATCH EXISTING CURB AND GUTTER FOR LINE AND GRADE.

3. ALL EDGES ALONG EXISTING PAVEMENT SHALL BE SAWCUT.

4. PROPOSED 4" WIDE WHITE PAINTED STRIPE (TYPICAL OF ALL PARKING SPACES).

5. MATCH EXISTING PAVEMENT FOR LINE AND GRADE.

6. PROPOSED CONCRETE SIDEWALK PER A.A. CO. STANDARD DETAIL I/14. ALL SIDEWALKS

SHALL BE A MINIMUM 5' WIDE UNLESS OTHERWISE DIMENSIONED ON THESE PLANS.

7. PROPOSED ''HANDICAP PARKING ONLY' ' SIGN TO MEET ADA REQUIREMENTS (TYPICAL OF

2). REFER TO SHEET 14 FOR DETAILS.

8. PROPOSED "NO PARKING IN ACCESS AISLE" SIGN.

9. PROPOSED PAINTED HANDICAP SYMBOL (TYPICAL OF 2). REFER TO SHEET 14 FOR

DETAIL. THESE SPACES ARE VAN ACCESSIBLE AND SHALL BE MARKED ACCORDINGLY.

10. PROPOSED MICRO-BIORETENTION. SEE SHEET 15 &16 FOR DETAILS & SPECIFICATIONS.

11. PROPOSED BOLLARDS. SEE SHEET 14 FOR DETAILS.

12. PROPOSED WHEEL STOPS (15). SEE SHEET 14 FOR DETAIL.

13. MAXIMUM 2% PAVEMENT SLOPE IN ALL DIRECTIONS FOR ADA PARKING SPACE AND

HATCHED AREA.

PLAN NOTES

1. ALL DIMENSIONS ARE TO FACE OF CURB.

2. ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED.

3. REFER TO SHEET 1 FOR SITE LEGEND.

4. ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE NOTED.

5. REFER TO SHEETS 14 FOR SITE DETAILS AND SPECIFICATIONS.

6. REFER TO SHEET 15 & 16 FOR SWM DETAILS AND SPECIFICATIONS.

MDE# 22-SF-0197

EX. TREE TO REMAIN

(SEE LOD & TREE

PRESERVATION PLAN ON

SHEET 20 )

5 26

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CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

EX. 14"

EX. 16"

EX. 17"

EX. 10"

EX. 58"

. B

EX. FLAGPOLEEX. FLAGPOLE

EX. 18" /TRI/

GATE POST

EX. 14"

EX. 60"

EX. 14"

EX. 24"

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

(WRONG WAY)

(REDUCE SPEED)

EX. 14"

EX. 12"

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

90 90

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

EX. GRAVEL20.43'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

N 485,731

E 1, 9, N 486,000

E 1, 9, 88.38

90.5

91.2+

90.5+ 90.75+

90.8

PROP. SWM

MICRO-BIORETENTION

(MB-1)

2% (M

BORING SWM-1

BORING P-3

BORING SWM-2

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

5a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS C-5

GRADING PLAN

1" = 20'

SEE SHEET C1 FOR LEGEND

MDE# 22-SF-0197

6 26

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CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

EX. 14"

EX. 16"

EX. 17"

EX. 10"

EX. 58"

. B

EX. FLAGPOLEEX. FLAGPOLE

EX. 18" /TRI/

GATE POST

EX. 14"

EX. 60"

EX. 14"

EX. 24"

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

(WRONG WAY)

(REDUCE SPEED)

EX. 14"

EX. 12"

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

90 90

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

EX. GRAVEL20.43'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

(TO BE REMOVED)

SSF

SSFSSFSSF

SSF

DF DF DF

SSFSSFSSFSSFSSF

N 485,756

E 1, 9, N 486,000

E 1, 9, WITH INSPECTORS APPROVALCONTRACTOR MAY USE EXISTING

ENTRANCE IN LIEU OF SEC

. S

2:1 M

. S

' M

. H

SSF

REMOVE EXISTING ASPHALT WALK AND

GRAVEL. ALL SPOIL MATERIAL TO BE

HAULED OFF SITE TO AN APPROVED

LOCATION.

EX. TREE

TO REMAIN

(T O

(TO BE REMOVED)

TPF

TPF TPF TPF TPF TPF

(T O

MOUNTABLE BERM

DIVERSION

FENCE

TSOS

BEGIN DF

END DF

END SSF

BEGIN DF

END SSF

BEGIN SSF

END DG

BEGIN SSF

END SSF

BORING SWM-1

BORING P-3

BORING SWM-2

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

Terry L Schuman, P.E.

M ar

, 2

- 9 :3

6a m

C ad d F ile

G M

G ol d

St ar

F am ily M em or ia l\D ra w in g

Fi le s\ G ra di ng P er m it Pl an s\

-8

G O

G R

G P

dw g

Bay Engineering Inc.

Engineers, Planners and Surveyors

2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290

410.897.9295 fax email: info@bayengineering.com www.bayengineering.com

3.31.23

10.14.22 95% CD SUBMISSION

DATE 03.31.23

03.31.23 BID DOCUMENTS C-6

SEDIMENT & EROSION CONTROL PLAN - PHASE 1

1" = 20'

1. SEE SHEET C1 FOR EXISTING AND PROPOSED SITE LEGEND.

2. SEE SHEET C3 FOR DEMOLITION PLAN.

3. SEE SHEETS C10, C11, C12 & C13 FOR SEDIMENT AND

EROSION CONTROL DETAILS AND SPECIFICATIONS.

PLAN NOTES

AT THE COMPLETION OF CONSTRUCTION,

THE CONTRACTOR SHALL BE RESPONSIBLE

TO REPLACE ANY DAMAGED PAVEMENT AS

A RESULT OF CONSTRUCTION ACTIVITIES

BACK TO THE PRE-EXISTING CONDITIONS

OR BETTER. THE CONTRACTOR / OWNER

INSPECTOR SHALL DOCUMENT EXISTING

CONDITIONS PRIOR TO COMMENCING

CONSTRUCTION.

MDE# 22-SF-0197

7 26

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CONC.

MONUMENT

BENCH

ILR

EDGE OF PAVEMENT

O F

D G

N O

CONC. MON.

FOUND

CONC. MON.

FOUND

IRON PIPE

FOUND

(STOP)

(WEIGHT LIMIT

MH EX. UNKNOWN

MANHOLE

EX. 8"

EX. 40"

EX. 10"

EX. 12"

EX. 14"

EX. 58"

EX. FLAGPOLEEX. FLAGPOLE

EX. 18" /TRI/

EX. 14"

EX. 60"

EX. 14"

EX. 24"

(OVERLOOK)

E EX. ELECTRIC

MANHOLE

(RITCHIE HWY)

(WRONG WAY)

(REDUCE SPEED)

EX. 14"

EX. 12"

E EX. ELECTRIC

MANHOLE

E EX. ELECTRIC

MANHOLE

EX. ELECTRIC

MANHOLE

E E

90 90

14±

EX. PAVE

46.17'

. P

EX. PAVE

44.77'

G O

N O

R R

H W

G O

N O

R R

H W

CHASE ROAD

CpB 'A'

NONE

RCA

NONE

LDA

Cp B

Co B

CpB 'A'

UxD 'C'

EX. PLAQUE

N 485,756

E 1, 9, N 486,000

E 1, 9, SC

E EX. TREE

TO REMAIN

SAW CUT

EXISTING

PAVEMENT

88.38

90.5

91.2+

90.5+ 90.75+

90.8

SSF

SSFSSFSSF

SSF

DF DF DF

SSFSSFSSFSSFSSF

. S

2:1 M

. S

' M

. H

SSF

MOUNTABLE BERM

DIVERSION

FENCE

TSOS

BEGIN DF

END DF

END SSF

BEGIN DF

END SSF

BEGIN SSF

END DG

BEGIN SSF

END SSF

TPF

TPF TPF TPF TPF TPF

BORING SWM-1

BORING P-3

BORING SWM-2

1 2 3 4 5 6 7 8 9

A B

C D

E F

2022 WHEELER GOODMAN MASEK &

ASSOCIATES, INC.

W H E E L E R G O O D M A N M A S E K 165 L O G C A N O E C I R C L E, S U I T E B1 S T E V E N S V I L L E, M A R Y L A N D 21666T . 4 1 0 . 2 6 3 . 6 7 8 7 www .wgm-arch .com ANNAPOLIS, MARYLAND

NO.

A B

C D

E F

WGM JOB #: 202203.1

1 2 3 4 5 6 7 8 9

DGS PROJECT NUMBER: B-450-210-001

DATE REVISIONSDEPARTMENT OF GENERAL

SERVICES APPROVAL

DIRECTOR ENGR. & CONST. DATE

PROJECT ADMINISTRATOR DATE

USING AGENCY

APPROVAL

TITLE

NAME DATE

DWG. NO.

OF SHEETS

06.03.22 DD SUBMISSION

GOLD STAR FAMILY MEMORIAL

INFRASTRUCTURE IMPROVEMENTS

Date

"Professional Certification. I hereby certify that these documents were…

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