36C10F18R0581-051.pdf

PPC

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EX. 19

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EX. 20

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EX. 22

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EX. 16

IGC

EX. 18

TG

EX. 24

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EX. 5

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EX. 23

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EX. 25

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EX. 7

IGC

EX. 2

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EX. 27

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EX. 28

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EX. 26

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EX. 8

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EX. 12

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EX. 11

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EX. 14

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EX. 4

TG

EX. 15

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EX. 3

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EX. 9

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EX. 10

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EX. 13

PPC

EX. 21

IGC

EX. 17

IGC

EX. POND

(1.2 ac.)

PUTAH

DRIVE

ROAD A

BERRYESSA

SOLANO

SUTTER BUTTE DRIVE

SOLANO

IGC

IGC

IGC

IGC

IGC

IGC

IGC

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33A

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33B

LAKE

DRIVE

SOLANO

DRIVE

DRIVE

SIERRA NEVADA DR.

CREEK WAY

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LA

NO

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SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

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SIERRA NEVADA DRIVE

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VALLEY

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MIDWAY ROADMIDWAY ROAD MIDWAY ROAD

O-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

CONSTRUCTION

ACCESS & PHASING

y:

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24' x 60' TEMPORARY

R.E. FIELD OFFICE

TEMPORARY GRAVEL

CONSTRUCTION STAGING

AREA (120' x 160')

CEMETERY MAINTENANCE

ACCESS THROUGH

CONSTRUCTION SITE

TEMPORARY

CONSTRUCTION

FENCE TEMPORARY

CONSTRUCTION

FENCE

BERM (2017

CONSTRUCTION, TYP.)

BERM (2017

CONSTRUCTION)

LEGEND

CONSTRUCTION TRAFFIC DIRECTIONS

APPROXIMATE CONSTRUCTION LIMITS

TEMPORARY CONSTRUCTION FENCE W/SCREENING

CONSTRUCTION ZONE 1

CONSTRUCTION ZONE 2

CONSTRUCTION ZONE 3

MB EH

TEMPORARY GRAVEL

CONSTRUCTION ACCESS

ROAD (24' WIDE)

TEMPORARY POWER

ELECTRIC OVERHEAD

LINE (BY CONTRACTOR)

ROCK CONSTRUCTION

ENTRANCE

CONTRACTOR

ENTRANCE TO SITE

N 0 120' 240'

ZONE 1

ZONE 2ZONE 2

ZONE 1

TEMPORARY GRAVEL CONSTRUCTION

ACCESS ROAD (24' WIDE).

HWL

TEMPORARY

CONSTRUCTION

FENCE

TEMPORARY GRAVEL

CEMETERY MAINTENANCE

ACCESS ROAD (16' WIDE)

TEMPORARY

CONSTRUCTION

FENCE

TEMPORARY

CONSTRUCTION

ACCESS ROAD

CROSSING

END OF

CONSTRUCTION

TRAFFIC / ACCESS

SELECTIVE TREE & SHRUB REMOVAL ALLOWED TO BEST FIT

CONSTRUCTION ACCESS ROUTE. REPLACE IN KIND ALL TREES AND

SHRUBS REMOVED OR DAMAGED (CROSS-RIP RESTORED SOIL TO

12" DEPTH; COMPACT TO 85% RELATIVE DENSITY, SOILS AMENDED

AND THEN PLANTED). REPAIR AND REPLACE IN KIND IRRIGATION

EQUIPMENT, LINES, CONTROLLERS, HEADS DAMAGED BY

CONSTRUCTION ACTIVITIES. LOCATION OF TEMPORARY GRAVEL

ROAD AND REMOVALS TO BE APPROVED BY R.E.

REGRADE AND SEED

EXISTING BERM TO

ORIGINAL ELEVATION AT

COMPLETION OF PROJECT.

GRADE ACCESS THROUGH BERM

USING 4% MAX. ROAD GRADE.

TEMPORARY GRAVEL

CEMETERY MAINTENANCE

ACCESS ROAD (16' WIDE).

FIELD LOCATE FINAL

ALIGNMENT WITH INPUT

FROM RE. TO BE REMOVED

AFTER CEMETERY

CONSTRUCTION.

ADMIN EAST (NIGHT/WEEKEND WORK ONLY)

COMPLETE ALL WORK PRIOR TO START OF

CORTEGE LANE EXPANSION.

SEE O-501 FOR:

1. GENERAL NOTES

2. CONSTRUCTION PHASING

3. CRITICAL CONSTRUCTION NOTES

(NIGHT & WEEKEND HOURS)

CONTRACTOR TRAILER N.I.C.

VERIFY FINAL LOCATION

WITH RESIDENT ENGINEER.

TEMPORARY 16' WIDE

LOCKABLE GATE.

33B 33A

END FENCE AT

LANDSCAPED AREA

CONSTRUCTION LIMIT

MAINTAIN RURAL ACCESS ROUTE FOR

SCWA MAINTENANCE ACCESS.

26243

O-101

STOCKPILE IN OPEN AREAS

WITHIN THE CONSTRUCTION

LIMITS. CONFIRM LOCATION

WITH RESIDENT ENGINEER.

ZONE 3

GNSS INSTALLATION AREA.

(ZONE 3 CONSTRUCTION)

TEMPORARY

WATERMAIN BYPASS

R O

UNDA BOUT

R O

UNDA BOUT

R O

UNDA BOUT

MIDWAY ROAD

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IGC

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CREEK

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AY

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SS

A D

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PUTAH

IGC

IGC

COLUMBARIUM

SIERRA NEVADA DR.

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CENTRAL

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W

AY

EX. 1

PPC

EX. 2

PPC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

SITE ACCESS

y:

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\C iv il\

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R A

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A

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SCALE:1

TEMPORARY CONSTRUCTION STAGING AREA

1" = 60' (30"x42" PAPER) N

0 60' 120'

SCALE:2

SOLANO DRIVE CONSTRUCTION ACCESS

1" = 60' (30"x42" PAPER) N

0 60' 120'

SCALE:3

STAGING AREA AND TEMPORARY ACCESS SECTION

NTS

KEY NOTES

1 GRADE TEMPORARY CONSTRUCTION STAGING AREA TO DRAIN.

CONSTRUCTION ACCESS LOCATION TO ADMIN EAST. COORDINATE

USE WITH FINAL DEMOLITION OF THE ASPHALT IN THIS "U-TURN"

LOCATION.

24' x 60' TEMPORARY R.E.

FIELD OFFICE

TEMPORARY GRAVEL

CONSTRUCTION STAGING

AREA (120' x 160').

SEE DETAIL 3/L1.02.

TEMPORARY GRAVEL

CONSTRUCTION ACCESS

ROAD (24' WIDE)

TEMPORARY POWER ELECTRIC

OVERHEAD LINE (BY CONTRACTOR).

FIELD LOCATE TO BEST FIT LOCKED

CONSTRUCTION STAGING YARD.

ROCK CONSTRUCTION

ENTRANCE, 50' MIN. LENGTH

CONTRACTOR

ENTRANCE TO SITE

TEMPORARY GRAVEL

CONSTRUCTION ACCESS

ROAD (24' WIDE)

6"

6" CRUSHED AGGREGATE BASE

NATIVE SOIL

LEGEND

APPROXIMATE CONSTRUCTION LIMITS

TEMPORARY CONSTRUCTION FENCE W/SCREENING

TEMPORARY

CONSTRUCTION

FENCE

MB EH

CONTRACTOR TO OBTAIN

COUNTY R.O.W.

ACCESS/ENTRANCE PERMIT.

TEMPORARY GRAVEL

CEMETERY MAINTENANCE

ACCESS ROAD (16' WIDE)

CONTRACTOR TRAILER N.I.C.

VERIFY FINAL LOCATION

WITH RESIDENT ENGINEER.

LOCKABLE 24' GATE

26244

O-102

CONTRACTOR TO OBTAIN SOLANO

IRRIGATION DISTRICT ENCROACHMENT

PERMIT. INSTALL STEEL PLATE OVER

INVERTED SIPHON.

EXISTING CANAL

CROSS-RIP RESTORED SOIL

TO 12" DEPTH; COMPACT TO

85% RELATIVE DENSITY,

SOILS AMENDED AND THEN

PLANTED.

CROSS-RIP RESTORED SOIL

TO 12" DEPTH; COMPACT TO

85% RELATIVE DENSITY,

SOILS AMENDED AND THEN

PLANTED.

SCALE:

TEMPORARY CHAIN-LINK FENCE

NTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i l

P a t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

SITE DETAILS

Y v a o c m p a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d C i v i l C

A

C C

E S

S

O

V E

R A

L L d w g

A

M

GENERAL NOTES

SITE ACCESS

1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH VA SVNC

(SACRAMENTO VALLEY NATIONAL CEMETERY) AND MINIMIZE IMPACTS TO THE

CEMETERY ACTIVITIES. CONSTRUCTION ACTIVITIES MAY BE RESTRICTED DURING

COMMITTAL SERVICES AND MUST BE COORDINATED WITH SVNC ON DAILY BASIS.

2. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SEQUENCE PLAN TO BE

APPROVED BY RESIDENT ENGINEER (RE) BEFORE CONSTRUCTION. THE SEQUENCING

PLAN INCLUDED IN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE

CONTRACTOR'S CONSTRUCTION SEQUENCE PLAN.

3. CONSTRUCTION TRAFFIC TO USE MIDWAY ROAD CONSTRUCTION ENTRANCE ONLY.

ALL DAMAGE TO MIDWAY ROAD SHALL BE REPAIRED TO MATCH EXISTING SECTION BY

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. ONLY CONSTRUCTION WORKER PERSONAL VEHICLES MAY PARK IN THE CONTRACTOR

PARKING AND STAGING LOTS.

5. CONSTRUCTION VEHICLE PARKING LIMITED TO WORK ZONES ONLY. NO PARKING ON

CEMETERY ROADS.

6. THE CONTRACTOR IS TO VERIFY PARKING FOR ALL CONSTRUCTION PERSONNEL WITH

RE.

7. MAINTAIN OPEN ACCESS TO ALL PARTS OF CEMETERY AT ALL TIMES. SCHEDULE

LIMITED ROAD CLOSURES FOR UTILITY WORK WITH SENIOR RESIDENT ENGINEER.

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY CHAIN LINK FENCE AND TEMPORARY

SIGNAGE TO PREVENT ACCESS BY THE PUBLIC TO THE CONSTRUCTION AND STAGING

AREAS.

9. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A COMPLETE

ACCESS PATH / ROUTE FROM THE PROPOSED CONSTRUCTION STAGING AREA ON SITE

TO THE AREAS OF WORK TO BE APPROVED BY RE. THE CONTRACTOR SHALL

CONSTRUCT AND USE THE APPROVED PRIMARY CONSTRUCTION ACCESS TO THE

CONSTRUCTION SITE. CONSTRUCTION VEHICLES AND EQUIPMENT ARE EXPRESSLY

PROHIBITED FROM USING THE MAIN ENTRANCE AND EXISTING CEMETERY ROADS.

10. THE CONSTRUCTION VEHICLES SHALL NOT USE EXISTING CEMETERY ROADS EXCEPT

AT DESIGNATED ROAD CROSSINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING THESE CROSSINGS FROM ANY DAMAGE. REPLACE EXISTING ROADWAY

ASPHALT USING MILL AND OVERLAY METHOD FOR ENTIRE LENGTH OF AREA USED AS

ACCESS AT NO COST TO GOVERNMENT. SEE 2/CR122.

11. IF THE EXISTING LIFE SAFETY SYSTEM IS SHUT OFF FOR CONSTRUCTION, THE

CONTRACTOR IS TO PROVIDE A 24 HOUR FIRE WATCH UNTIL THE SYSTEM IS BACK ON

LINE.

12. MAINTAIN ALL ROADS IN CLEAR, SAFE CONDITION. ONGOING STREET SWEEPING SHALL

BE EMPLOYED.

13. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES, FENCING,

CONSTRUCTION DEBRIS AND SIGNAGE BEFORE PROJECT COMPLETION.

14. CONTRACTOR TO MAINTAIN TEMPORARY MAINTENANCE ACCESS ROAD AND

TEMPORARY GRAVEL CONSTRUCTION ACCESS ROAD DURING CONSTRUCTION.

STOCKPILES

1. CONTRACTOR SHALL DETERMINE STOCKPILE LOCATIONS, AND SUBMIT THE LOCATIONS

TO THE SENIOR RESIDENT ENGINEER FOR APPROVAL.

DELIVERIES

1. CONTRACTOR TO COORDINATE CRYPT DELIVERY IN SECTIONS TO UTILIZE STORAGE

LOT FOR THE STAGING OF CRYPTS. STORAGE OF CRYPTS IN OTHER AREAS OF THE

CEMETERY SHALL BE APPROVED BY THE SENIOR RESIDENT ENGINEER.

CONSTRUCTION PHASING NOTES

COMPLETE CONSTRUCTION IN THE FOLLOWING SEQUENCE:

ZONE 1 - MUST BE OPERATIONAL AND TURNED OVER TO CEMETERY FOR FULL USE PRIOR TO

START OF ZONE 2 WORK.

ZONE 2 - OPERATIONS IN WORK ZONE 2 CAN ONLY COMMENCE UPON COMPLETION OF ZONE 1.

COORDINATE EXACT DELINATION OF ZONE 1 AND ZONE 2 LIMIT WITH RE.

ZONE 3 - WORK ZONE 3 CAN RUN CONCURRENTLY WITH WORK IN ZONE 1 OR ZONE 2.

ENCOMPASSES ALL PROJECT WORK NOT IN ZONE 1 OR ZONE 2.

MB EH

CRITICAL CONSTRUCTION NOTES

TIE WIRES OR

CLIPS (TYP.)

LINE POST

TOP RAIL (WHEN PRIVACY BARRIER IS USED)

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

TENSION

WIRE

LINE POST

TIE WIRES OR

HOG RINGS (TYP.)

GRADE

HOG RINGS (TYP.)

F A

B R

I C

W

I D

T H

T

Y P

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

NOTES:

1) PROVIDE LOCKABLE SWING

GATE AT ACCESS POINTS.

FIELD LOCATE.

2) INSTALL PLASTIC FENCE

SLATS PER MANUFACTURERS

RECOMMENDATION.

PLASTIC PRIVACY SLATS

(FULL ENCLOSURE)

26245

O-501

SCALE:

30' DOUBLE BARRIER BAR GATE

NTS

15'

GATE LOCKING TABS -

TO RECEIVE PAD LOCK.

NIGHT AND WEEKEND WORK:

COMPLETE PARKING IMPROVEMENTS TO EAST SIDE OF ADMINISTRATION BUILDING AND

U-TURN IMPROVEMENTS (DEMO & INSTALL) ONLY AFTER CEMETERY NORMAL BUSINESS

HOURS.

ALL WORK ON PARKING AND U-TURN IMPROVEMENTS SHALL BE COMPLETED AND ACCEPTED

PRIOR TO START OF WORK ON CORTEGE EXPANSION NEAR WEST SIDE OF ADMINISTRATION

BUILDING.

3'

15'

18"

3'-6"

RECEIVER POST, (BEYOND)

SEE PLAN FOR LOCATION

RECEIVER POST, (BEYOND)

SEE PLAN FOR LOCATION

SCALE:

TREE PROTECTION DETAIL

NTS

ZONE A

DIA=

1/2X

ZONE B; DIA=X

ZONE C; DIA=2X

PLAN VIEW

ELEVATION

VIEW

FENCING/ROOT PROTECTION

4' HIGH FENCING SHALL BE PROVIDED AND MAINTANED AT THE

DRIPLINE OF EACH TREE OR AROUND A GROUP OF TREES AT THE

DRIPLINE OF OUTSIDE TREES.

RE APPROVAL IS REQUIRED FOR USE/ACCESS WITHIN ZONE B.

PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION

FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B AT ALL

TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC

INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT

DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER

REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW

GRADE OR DEEPER

ZONE B (DRIPLINE)

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER

MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL

ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN

UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER

THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE

CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED

4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS

TO BE DETERMINED BY RE

TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED

CONDITION

- OR AS SPECIFIED BY RE

TREE PROTECTION FENCE - 4' HT