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PAVING PLAN NOTES:
A
3 0'
2 0'
18" CONCRETE CURD &
GUTTER (TYP.)
cr)
CD
2 0'
3' HIGH CONCRETE SITE WALL
W/SAFTEY RAIL
ms
3-muz
298'
7
8 ul. 6`
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—BID ALTERNATE NO. 7:
n
CONCRETE DRIVE
IF
ENTRANCE TO
HERITAGE TRAIL
4' PA RKING
+
CONCRETE
PAVING
CONCRETE PAVEMENT. INSTALL
t
PERMEABLE INTERLOCKING
(TYP.) Pon",
LP
AQUA -ERIC TYPE 4 OR i I w
APPROVED EQUAL kTYP.)
-867.00 8'X8° CONC.
BICYCLE PAD
W/ BIKE RACK 71
BID ALTERNATE NO, 7:
PROP. HERITAGE TRAIL PARKING.
INSTALL AQUA -BRIO TYPE 4 OR APPROVED
EQUAL. INSTALL (8) 6' PRECAST PARKING
BUMPERS.
+
4 INSTALLL 2' THICK MIN. STONE BASE. EXTEND 10' El HER SIDE
P X
NC-1AS LINES TO BRIDGE CONSTRUCTION TRAFFIC (YP.
7s,
J.
77
+
C c—
"T U ItIp _11 CONCRETE PAVING
W/4" MIN. ABC
GEO WELL (TYP.) SUBBASE (TYP.)
SEE MECH. PLAN —18" CONCRETE CURB
GUTTER
PERVIOUS CONCRETE (TYP.)
PAVEMENT (TYP).
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It 1
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7, PERVIOUS CONCRETE PAVEMENT CONSTRUCTION ON CATAWBA COUNTY ANIMAL SHELTER SHALL CONFORM TO CONSTRUCTION REQUIREMEN-f-S OF AC i 522R-06
PERVIOUS CONCRETE PUBLISHED BY THE AMERICAN f'ONCRETE INSTITUTE EXCEPT AS MODIFIED BY THESE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL
KEEP A COPY OF THIS PUBLICATION ON THE JOz� &TE AND THEY SHALL BE PART OF THE PROJECT MANUAL,
8, PERVIOUS CONCRETE PAVEMENT CONSTRUCTION ON CATAWBA COUNTY ANIMAL SHELTER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 522.1-08
SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT AS MCDIFIED BY THESE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL KEEP A COPY OF THIS SPECIFICATION ON THE JOB SITE AND THEY SHALL BE PART OF THE PROJECT MANUAL.
1
9, THE CONTRACTOR SHALL EMPLOY NO LESS THAN ONE NATIONAL READY MIXED CONCRETE ASSOCIATION (NRMCA) CERTIFIED PERVIOUS
CONCRETE CRAFTSMAN WHO MUST BE ON SITE, OVERSEEING EACH PLACEMENT CREW DURING ALL CONCRETE PLACEMENT, OR THE CONTRACTOR SHALL
EMPLOY NO LESS THAN THREE NRMCA CERTIFIED PERVIOUS CONCRETE INSTALLERS, WHO SHALL BE ON SITE WORKING AS MEMBERS OF EACH
A CEMENT CREW DURING ALL CONCRETE PLACEMENT. ALTERNATIVE DOCUMENTATION OF QUALIFICATIONS SHALL BE PERMITTED WHEN APPROVED BY THE
ARCHITECT/ENGINEER. CERTIFICATIONS SHALL BE SUBMITTED WITH THE BID AND APPROVED PRIOR TO PAVEMENT INSTALLATION,
10� THE OWNER SHALL PROVIDE FOR A GEOTECHNiCAL ENGINEERING & TESTING FIRM RESPONSIBLE FOR QUALITY CONTROL INSPECTION AND TESTING OF
CONSTRUCTION MATERIALS. ALL MATERIALS SHALL MEET REQUIREMENTS OF THE A SPECIFICATIONS LISTED HEREIN, ALL TESTING PROCEDURES SHALL
MEET THE ACI SPECIFICATIONS LISTED HEREIN UNLESS APPROVED OTHERWISE.
11, CURBS CAN BE INTEGRAL TO THE CONCRETE PAVEMENT STRUCTURE. IF CURBS ARE NOT INTEGRAL TO THE CONCRETE PAVEMENT STRUCTURE THEN THE
ADJACENT PAVEMENT SLAB SHALL BE THICKENED OR DOWELS SHALL, BE PLACED PER DETAILS ON SHEETC302.
12. CONTRACTOR SHALL FURNISH A JOINT LAYOUT PLAN TO THE ENGINEE.R OR COORDINATE A PLAN WITH ENGINEER FOR APPROVAL NO LATTER THAN THE
PAVEMENT PRECONSTRUCTION MEETING.
13. FOR ADDITIONAL NOTES, DETAILS AND PLAN SHEET SPECIFICATIONS SEE SHEETS C302 AND C303.
IN
18" CONCRETE CURB &
GUTTER (TYP.)
111 � 1111111111111
INSTALL THICKENED CONCRETE
/-SLAB AT EDGE (TYP)
A I
m wa gi I I ki Lej Fm a i Fazur-go i
`—CONSTRUCT AND GRADE
DRIVEWAY ENTRANCE TO KEEP
STORMWATER IN EXISTING ROAD
OUT OF THE DRIVE ENTRANCE.
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