C5.1 - GRADING PLAN-revised 2012-11-15N1.
N",
N'
\ AN,
1.210ACRES
24'A CCESS ESMT
VOL. 3053, PG. 227-243
46
PROP MONUMENT SIGN 100-YR FLOOD
REGULATORY FLOOa�VAY
0 20 40
(SEE ARCH SHEETS) 1
EXIST 36" WATERLINE
711, COMMUNITY CIRCLE
EXIST 5'SIDEWALK W/ N.
SCALE: 1 20'
EXIST RAISED CURB PROP 10'WATER"ESMT.
BRICK INLAY& FLUSH
CURB
EXIST RAMP PROP &EXTERIOR
0
SAWCUT & MATCH PROP 8" PVC (C900 SIDEWALK (TIIE TO & MATCH
045r
OA-
EXIST PVMT. <�lll
DR 14) WATER LINE
0,
EXIST ELEVATIONS)
Pat
PROP EXTERIOR SIDEVVALK "N IN,
EXIST8"WATER 10.66-,,, RAMP (20:1 MAX.) "N,
IN,
712 PROP 6'
CURB (TYP.) z 4�411
WATER LINE
3.230 ACRES
ESMT
M SAWCUT & MATCH
ce) 4 712.44
N
q_
I "S
'S
3
n
PROP 5'
EXTERIOR
SIDEWALK
k,
(VOL 3135, PG 787)
_0
4 EXIST PVMT.
71 �._691
CITY OF SCF
IER�
DRAXAGER.O.W
EXIST GVEC OVERHEAD
ELECTRIC TRANSMISSION LINE 18.051 ACRES
,,g
VOL. 1704, PG. 120
N,
_A za
7
ARYSEINER
EXIST 18"CCMA SANIT
N,
!,,1 "0,
NO
g,
1771 '7710$
0
: x
N
PROP FIRE HYDRANT
EXIST 16" CCMA REUSE WATER LINE-,
A 3EMBLY & 8" GATE
F\
VALVE
25'C C M.A. SAN SWR ESMT'
R
F, . . . . . . . . . . . . . . \N N
OR
'll _F�l V%
p
OP INTERIO: SIDEWALK VOL, 500, PG. 456
RAMP (20:1 MAX.) N�
EXIST DECOMPOSED
K
moss"
GRANITE PATH
-Ij
od
EXIST 5'SIDEWALK W/ BRICK
A
LATERAL
712 712.1 9�,-
INLAY & FLUSH CURB
PROP SAN SWR
s i`Q
T1.89
N�
0
zo
712.67
712 ZA
4.
T: I F.0 11.64
F_ .79
INTERIO 7
PROP 6"
5'SIDEWAL
A
CURB (TYP
X, N�
N
LPROP SSIDEWALK __l\l -1 11
I ...........
DRAIN (SEE C5.4) 1712 .01 .5
7 1171
7713-21
1 12.50 71 .21 713,�,l __Tjj 3 214", 713-
0 0
EXIST FLUSH CURB
N
`7
TM F712
�\x
cq PROP CHAIN LIN��
FENCE (TYP)
X
PROP CO�NDUIT
N
N
(SEE MEP SHEETS)
N
Nx
"N
4-2, A, �X
-1.3%
712.45
(TOE
713 45 (TO N�
PROP 5'EXTERIO
ANIMAL ADOPTION WALK (TIE TO & MATCH
SIDE
CENTER BLDG. EXIST ELEVATIONS)
_Y 12,2510 SQ. FT B B
710.85
PRO�P 5'x5'
FF: 713.50
m A
711.00
CONC STOOPS t%
IN
1* 0-0/0
IN
gf
5'x SAWCUT & MATCH
Z &TRANSITION FROM
S, o�p EXIST PVMT.
6" RAISED CURB TO
5 cl.
P) A FLUSH: CURB or', 10.89 80'GVEC ELECTRIC ESMT
3.45 (TO A '12.45 (TOE)
(TO 713.45 (TOP) 6.126ACRES
PROP CONDUIT
VOL. 1194, PG. 532
SEE MEP SHEETS) 4p,
DEMO EXIST SIDEWALK
>
:713.487P & FLUSH CURB CIA
To A
ASPHALT RAMP UP
l'blo
TO SALLY PORT
RIOR 24'ACCESS ESMT
PROP 5EXTE
SIDEWALK (TIE TO & MATCH 1.210ACRES
SALLY PORT VOL. 3053, PG. 227-243
C, EXIST ELEVATIONS)
PROP
SERVICE W/ METER
-7,
-rt3 A -Nkl cr3n
c
PROP:6"
CURB (TYP.)
PROP LIGHT (TYP)
PROP ELECTRICAL POWER
DROP & EQUIPMENT
TRAFFIC CONTROL NOTES:
1 . CONTRACTOR TO IMPLEMENT BARRICADES AND OTHER TRAFFIC CONTROL DEVICES DURING ANY CONSTRUCTION ACTIVITIES WHICH WILL AFFECT OR
OTHERWISE IMPEDE TRAFFIC FLOW ALONG SCHERTZ PARKWAY OR COMMUNITY CIRCLE.
2. CONTRACTOR TO IMPLEMENT ADEQUATE ADVANCED WARNING SIGNAGE INFORMING ALL AFFECTED TRAFFIC OF CONSTRUCTION TAKING PLACE IN THE
AREA.
3. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW BY ENGINEER PRIOR TO WORK COMMENCING.
4. REFERENCE TxDOT AND CITY OF SAN ANTONIO TRAFFIC CONTROL STANDARDS FOR LANE CLOSURES, SIGNAGE, STRIPING, ETC.
GRADING NOTES:
t EXISTING CONDITIONS SHALL BE VERIFIED BY EARTHWORK CONTRACTOR. DISCREPANCIES ARE TO BE REPORTED PRIOR TO CONSTRUCTION. "MATCH
EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY VERTICAL AND HORIZONTAL ALIGNMENT,
2. PROPOSED CONTOURS SHOWN ARE FINISH GRADES AND ARE TO BE READ AS THE TOP OF PAVEMENT OR FINISH DIRT GRADE. MINOR ADJUSTMENTS TO
THE ACTUAL ELEVATIONS SHOWN ON THE PLANS MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS
3. ALL GRADING SHALL BE DONE TO INSURE POSITIVE DRAINAGE AWAY FROM FOUNDATIONS AND STRUCTURES. ALL SIDEWALKS SHALL BE GRADED TO
SLOPES NO GREATER THAN 1:20 (5%) IN DIRECTION OF TRAVEL. CROSS SLOPES TO BE NO GREATER THAN 1:50 (2%)�
4. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN DRAWN FROM AVAILABLE RECORDS. THEREFORE, THE RELATIONSHIP BETWEEN
PROPOSED WORK AND EXISTING FACILITIES, STRUCTURES AND UTILITIES MUST BE CONSIDERED APPROXIMATE AND IT 13 THE CONTRACTORS
RESPONSIBILITY TO DETERMINE THEIR EXACT LOCATION AND THE EXISTENCE ON ANY NOT SHOWN BY CONTACTING THE UTILITY COMPANIES.
CONTRACTOR TO PROTECT EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON PLANS TO BE REMOVED.
5. ALL WEEDS, TRASH, DEBRIS, RUBBLE, BROKEN ASPHALT, ORGANIC MATERIAL (EXCLUDING TOPSOIL) AND REFUSE, OR ANY OTHER MATERIAL WHICH
WOULD BE DELETERIOUS AS FILL MATERIAL OF INCAPABLE OF SUPPORTING THE BUILDING, VEHICULAR AND/OR OVERBURDEN LOADS TO BE IMPOSED
SHALL BE CLEARED, G RU BBED 0 R EXCAVATED AS TH E CASE MAY DICTATE, PRIOR TO GRADING AND SHALL BE REMOVED FROM THE SITE AN D DISPOSED
OF LEGALLY.
6. GRADING, INCLUDING EXCAVATION AND FILLED SECTIONS AND ADJACENT TRANSITION AREAS SHALL BE REASONABLY SMOOTH, COMPACTED AND FREE
FROM IRREGULAR SURFACE CHANGES. DEGREE OF FINISH SHALL BE THAT ORDINARILY OBTAINABLE FROM EITHER BLADE GRADER OPERATIONS,
EXCEPT AS OTHERWISE SPECIFIED. REDRESS AND RE-COMPACT ANY AREAS THAT SETTLE BELOW REQUIRED GRADES BECAUSE OF TRAFFIC,
PRECIPITATION, OR STORAGE LOADING BEFORE EXECUTION OF OTHER WORK REQUIRED.
7. THE EARTHWORK CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ADJACENT (OFFSITE) PROPERTY DISTURBED BY HIS OPERATIONS.
8. COMPACTION AND TESTING SHALL CONFORM TO CITY SPECIFICATIONS. AT A MINIMUM, AREAS GRADED FOR NON STRUCTURAL PURPOSES TO BE
COMPACTED TO 80% STANDARD PROCTOR (ASTM D 698). REFER TO THE GEOTECHNICAL REPORT PREPARED BY RABA KISTNER CONSULTANTS ON JUNE
11,2012.
9. WHEN THE SUBGRADE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONDITIONED BEFORE COMPACTION, CONTRACTOR SHALL UNIFORMLY APPLY
THE REQUIRED AMOUNT OF WATER TO THE SURFACE OF THE SUBGRADE OR LAYER OF SOIL MATERIAL IN SUCH A MANNER AS TO PREVENT FREE WATER
APPEARING AT THE SURFACE DURING OR SUBSEQUENT TO COMPACTION OPERATIONS
10. THE CONTRACTOR SHALL NOT PLACE ANY WASTE MATERIALS IN THE 100-YEAR FLOOD PLAIN WITHOUT FIRST OBTAINING AN APPROVED FLOOD PLAIN
PERMIT.
11. ALL DISTURBED AREAS TO BE VEGETATED PER LANDSCAPE PLANS. UNLESS OTHERWISE SHOWN IN LANDSCAPE PLANS, THE DETENTION POND WILL BE
VEGETATED WITH SOD.
12. SLOPE FROM NEW SIDEWALK @ 4:1 (TYP) OR 3:1 (MAX)
13. SEE SHEET CIVIL DETAILS FOR TYPICAL PAVEMENT SECTIONS.
14. SEE C. I FOR TEMPORARY BENCHMARK LOCATIONS AND DETAILS.
11 11
1/8 EEM 1 1/4
0 2 4 a 16 0 1 2 4
--- ---- ---
6" RAISED CURB TO
,g
FLUSH CURB
MI'm
ul" N,
PROP 6"
CURB (TYP.)
_j
m all, VA I
pal voll ml
� IF040 re 0111 1 AV oll WIN, 0 IS ON rol vol V. 010 FYI PA PIS SIMON V, 010'
BUILDING
FOUNDATION
SECTION C-C
RAISED CURB AROUND SALLY PORT
N.T.S.
95
1
LEGEND
Mll
RUNOFF FLOW DIRECTION
712
PROPOSED CONTOURS
*- 712.00
PROPOSED SPOT ELEVATIONS
EXISTING CONTOURS
0 'M -om; N
"'S -5
My irN
PROP HEAVY-DUTY TRAFFIC 2Y2" HMAC TYPE "D" PARKING AREAS (10" FLEX BASE)
g� a t� 31,
i� Nj g
P ROP LIGHT-DUTY TRAFFIC 2" HMAC TYPE "D" PARKING AREAS (8" FLEX BASE)
.11 wo 'g,
ggi qi,
g
`7
0
CITY OF SCHERTZ
I
MUNICIPAL COMPLEX
LOT 1 BLOCK 1
52.640 ACRES
(TO BE RECORDED)
ZONED: PUBLIC USE
USE: OPEN LAND/BALL FIELDS/CITY OFFICES
m all, VA I
pal voll ml
� IF040 re 0111 1 AV oll WIN, 0 IS ON rol vol V. 010 FYI PA PIS SIMON V, 010'
BUILDING
FOUNDATION
SECTION C-C
RAISED CURB AROUND SALLY PORT
N.T.S.
95
1
m
G RAPHIC SCALES
LEGEND
PROPOSED CONCRETE
RUNOFF FLOW DIRECTION
712
PROPOSED CONTOURS
*- 712.00
PROPOSED SPOT ELEVATIONS
EXISTING CONTOURS
P"EMENT SURFACE MATERIALS LEGEND
My irN
PROP HEAVY-DUTY TRAFFIC 2Y2" HMAC TYPE "D" PARKING AREAS (10" FLEX BASE)
P ROP LIGHT-DUTY TRAFFIC 2" HMAC TYPE "D" PARKING AREAS (8" FLEX BASE)
PROP 6" PORTLAND CEMENT CONCRETE PAVEMENT
m
G RAPHIC SCALES