HomeMy WebLinkAboutLPISD STADIUMV
CONSULTANTS
/-�c
6A5 LINE
STORM MANHOLE
RIM ELEV 14.08
LF ELev 10.56
+0A,
+`3 3
ORA/NAGE GRATE
RIM ELEv 13.78
LF ELEv 10. 7B
+0 5 i\}`,t 9'
13'
1+ �
06 ¢8"ELEv8.31
LF ELEv 8.46
P&t6
IPER GIB/
NE
DRAINAGE GRATE
RIM ELEVATION 13.12�"
+ LF ELEv 10. 12
\3 A
3+
%3
�
ppPleW�Iar1
A' RGF
r
:
CONCRETE DRIVE I MANHOLE
LEV
BOLLARDS c I
&.0 OrA
E
ZENA040
WALK
el
IIIIIII
Ilillil
I
I
MEMO
==0221111111111
ff
L'1VI ,I ✓I III'I
H.F. SCHNEIDER. III . AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE
HE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND
ORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES
RE ACCURATELY SHOWN ON THE PLAT.
H.F. SCHNEIDER, III, P.E.
0
z
SCALE: 1" = 50'
6 R A 5 5 Y AR EA
RASSY AREA
12.72 PAD RE:AR
PVC 13.17 WATER
METER
PVC )l 10" 12.66 !c
'K I.. I".I
Rim ELEv 13.94
E 1?" 12.65
Aoa+
zlca FIREWAr�(N!
V. (FROM'DRAWINt
° .,AO\A.
DRAINAGE /NLCi sic
TCR 6RAre 13.73
LFL 24" 9.67
LD Nor \A
LCICATE.lUNCrIGW �9
Box oR MH +�A
(SHOWN ON DRAWING$)
<a DRAINAGE 1NLEr
Civil Engineer
PBK - Civil Group
11 Greenway Plaza, Sulfa 2210
Houston, TX 77046-1104
(713) 965-0608
713 961-4571
Structural Engineer
Conti, Jumper and Gardner
3949 Braxton
Houston, TX 77063-6389
V13) 780-3345
713 780-3712
MEP Engineer
PBK - MEP Group
11 Greanway Plaza, Suits 2210
Houston, TX 77046-1104
7-0608
71313 965 961-4571
peg
Architecture
Engineering
Planning
Roof Consultina
.:..............................:.
H.F. SCHNEIDER, III
.:..............................: .
69402 _ ;t
G
ys/ONAL I
/\ Aga..•. �'��e��pCr
11 eenwayMaza
Slate 2210
Houeton, Texas 770464104
Phoney 713.96&OM
Fax M-%1.4571
PROJECT NO. 0659-01
DATE 11/28/06
DRAWN CG
CHECKED CMO
REVISIONS
ISSUE FOR
CONSTRUCTION
06 -673K
[CONSULTANTS 11
I
£. +
ra
1
F-
W
0
f
i2
>
z,
Z
gra
MM
Z
F-
Z
N
°a
o
0
m
to a
o
z
F- U.!
Cl U)
❑
-
2
Z F- n
cc a
a
Lu
fn
a
Na '
o�M
l
N
I
l
l
SCALE: V = 50'
LF ELEv B. 46 MU51C BUILDING \ + /
\AA /
g ,
6t5'\ V }\ RAMP \ pV'A �A' GRASSY AREA
/
� P�tS 00 �NLR6/-� + b? / Z394A t\ 13.98
L((/ t Q. / GRASSY AREA �\
tNE QER \ bv� Y1pvK \h / \b0 SIGN, oµ��
+
DRAINAGE GRATE PORCH 13.7/ 13.3 l3. 90
FL
RIM ELEVATION I3. l7� g OULp NOT LOCATE END
1+ p+ LF ELEv 10. DRAINAGE GRATE + 13.4
l2 t3' b 13. 97 OF STORM $EWER LINE
\3\.. 0 \ �
CONNtlt;T TO EXIST. INLET ? � spy TOP ELEV 13.35 + CHAIN' I INK FENCE AROUND
\3 � \ >., �E RAM .. -
5ANI rARY MANHOLE 33'-18" SIM 0 0.20T 'pco 1 CA" H r3.88 A' \y _ 01 . .
E 1 ELEVATION 13.91 A-20 +\3• 3 / V 13.73 SIGN•
\3 �+ FL I2" ELEV 751 POST AND CABLE FENCE TC�13.00 FIRE p.p \ yA � QLP p 01 /3. B2 � 3.4
fL10.19 HYDRANT c" RAMPJlJ 'SIGN
.IYVY S �-I CONCRETE DRIVE --^" SANITARY MANHOLE 13. B1 +
\3 6 ¢ 8" ELEV B.31 1 - fR�' BAN' MH ' --�''- cr Elev 5.7i61 A'0 i30 2 . _
16 5 19 STORM MANHOLE Flr6- ON EXIST. SAN. PL=MATCH 6� 1y 19 gQ
Q \3 \3 \3' \ rmi-cev /3-131- � - --#�' -, 3' 3 3 •516N ... .
\3 6 �\316 �3. g ELEV lO.II v-S?' \� 68 Ifrt`I') + 13.5 j .. 10
I- u 0 T 2 /3.86 2 tA.
0
16 .\ +0 O) I PIPE
GA 175 D$ e e e e c WATER v Z .. .. .. .
\3 +13 g n.\p}3 g�0 '. r�y�� �p�' r� ��/. goo A n 4•' n + � 1\ � 13.4 MIR Box
+\33 \3.5 + N ,f\3'gy LOAIGRETEDRIVE 2 I I *SIMELEVdA,OI+.�/A da \36 fR4T.8Y1WlIRi 'H3 ID -I Q+ a \3gyd 1a ad nt' SIGN LABLEFOGE 6+
DRAINAGE GRATE Q h ( %ev 6.61 ° t
Rim ELEV 13.7E 13g LLEANOUr u, 2 4 mI A-19 � � _ ° e f � ° � fL%10.9 + 3 a \3 ... .. .
g\ a gl fF-14.00 a yt A 3
LF ELEv m.7B V e MH ID-2
Yi. '` W TC� TCH \3• a PROP.,&4N. MH - \3' 6. ... .. ..
,3 6 96 yn A� gy A03 n g3 - ° �N gCIST' �4N. . ° \�6 _ N d ° c . ° . t3 GRASSY AREA - .. .. .
STORM MANHOLE + G 66 3' < 1 \ Ql. .
Rim ELEV r4.aB 14° t3' / o 1 J5. 2!}-12 S1M -12 - STM 24 -12 STM 24 -I STM' 24\A. ° .. .
LF ELEV 10. 5B \�' I Q ° 0 O , O . J O . q O O . CONCRETE ° e d gy \AO ..
AQQ c_� n +,ACING 1D- a: d ° - ° d °. LANDING p \�1b+0 tAPPROXI GCATIAV OF GAS .. ..
UMINUM • ° LINE FMAom THE LD HOUSE TO '
90 t A' aw RAMP •56 ° ID-8 ID-7 R=10.70 - ❑ v ❑ \390 69+ b 1y 1Q
THE DESCRIPTION
TTED FROM
0 \3• GREASE I I EXISTING fL=10,61 a FL=10.66 - - - e 3. DESGRIPfION BY LPISD NEL \3' + .. \p._ .
\A. (r 6+ + a ° 8B1(DING n NO SURFACE EVIDENCE OF - +
TRAP 0\ 06 q 1+' e n - - r, , Ex�snNG .. .
d� A� tA' 3\' ° ° a TO REMAIN 1 I ° y d GAS LINE. y CHAIN LINK FENCE AROUND SENNI.
\3g o 0 0 0 C �A . . °' d, 'bd, 'e O.2OcTn� 7DREM4/N e - a ° ASPHALT SURFACE t3' q a \ 1 13,6
v 23 -1� 'J1111 BUILDING 1
+ g ROTC t 'p+ .E n °. ID-6 ° °° ._n 1 �� GRASSY AREA
DRAINAGE GRATE 3• - .
Rim Lev 13.32 \3 6 / A o O\ . '°3� X211 n a n . ° ° ° f1.;; 0.75'. ° . e ° ° '� - B A 0y ° 1y 9Q 13.8E 1 \35
1 d °. 1D-13 d ID -II . e a. _ ID -ID' \ \3' CHAIN LINK Feuce \3' 13.99 A-' NO INLET
9dii
A \ aA IN T A-I8 2 4 _ .n a . ° c . c . a - a < c FL 13.4 FL I?" RCP 12.72 WATER
g6 ° Rf EL I4 5 AI TCi:14.00 _ aOONN ° ° d F1.=10.60 FL-40.74 ; ° ° FL-10.8¢ FL=11.01 ° a IE I3.! FL IV " PUC 13.17 °METER
fL=10.43 8b' I ". STM a-O.20Z 71' 12" STM 0 0.20Z . 8'-12" STM 6 0.20T°. � n - 75'=I2° Sim O 0.20i + DfrGH _
\3 6 U" PVC A b 6 + 58 IS A I 0.20Z AL a p , .. d - - ° - ° a d ° G R A 5 S Y AREA 12` 11.77 FL I2" RLP I?. BO
1- II S _ a ° ° a n. ` ° 2 /3.3 FL !3. l l0" PVC l011 11.66 ![
39 �A�AA+ A6 ---tA6 350
tG G 3
FL%1011, A• -�L •r�--1lC:T DRAINAGE INLET
DRRimAINAGE GRATE LAUNDRY Rim ELEV 13. 94
\361 LF ELEv 10.50 ,A' IOP (n( C -- A' 1L 11" I?8$ AE
LF ELEV 10.9? I \ --- �_
a I \
3 GR E I ET +
g3 \A16 ( RE l v 1651 0 1 V- FL AIR
�c AC I A-16 ,h' � 15" x 12" REDUCER O 1P' EOu/PMENITG s �a
R\�E
GONC, 0
Fa A 4.1
0 A +\y 0
�0
J
WALK
ATE INLET \30
Rim 13.7? p
LF ELEv 11. 64 +\A• +
i
+\5 g
\0b
+ 6 36 }\5 A
\p \ I +\y 3
KNN
\ GRASSY AREA
\A 0 A
(D +,y"
SIG - -
y
0
6
\ y
HA/N LINK FENCE
41- a�ND AROUND POWER POLES \ -
pG - -
UNOE SIG \
y 03 FND $/B" IRON ROD
Y= 6B4.275.98
TELEPHomr POLES R MYRTLES
b • 5/QE W/ USED AS BARRIER (TIP) -\\ \A5 B"
H"i AAg .. 1.r`t r""s \ r_t+ r% /
EXISTING
WATER LINE
_5x 190-12" HOPE PEW. SOMAIN 0 0.35Z Fl,r1660
tag AO \Of
OVA
A �6
5Vh
/ TYP.
t / M
It
E OB
i I
t �
•f
I A ^' A
+ + 136 �✓XJSaFIL6IELD a
PAL
REMOVE EXIST.
1 WATER LINE
1 RE: CO.3
�\ z \A \1
h
\ � M
AA 1..\AO
95'- 15" HOPE PERF. SUBDRAIN 0 0.20Z
g
3'
5
\p,A
A
\b6
A A
y6
NATUIGA
y?
SS
F
9
45e
ta•
3
x\A
\A g
450
\ 6
36
3 9
\p 0
p.
A?
\p t
\30
\p 0
H, v"
PIPE
7A-y1 GATE
d
00.
IA 0\�Pv \
+ty \b t3 33
E 11.40 6
11
AC
G.
r•T
J 4 \ AA
o \
SASPORT
T 0
SLOT CHANNEL
CWHO (RADIUSED)
}\A 36
A
G/L ATHLETIC FIELD E TRACK
L
GRASSY AREA
GRATE 1N
Rim ELEv 14 •
E ELEV H.l
j -� -j r0 ounri
+0 I E
\ ( N toLHIN_u,
\ \ IN 1 L - GRATE INLET
\3• _6 \ \p 0 .? R1M ELEV 14.05
+ +\3 } p \A \A' }\3 A 6 + 1 L F EIJ:v It. 1.3
9 - a• a 180' 2" HOPEPERF. SUBDRAIN o 0.35% 15" x 12" REDUCER 195'-I 'HOPE PERF. SUSDRAIN 0 0.35Z e� MANHOLE 1y
p + - Rim ELEV I, 9
+ 1 i - A LF ELEV lI. B A. A
Nyrm
fig- 9F
o S
GRASSY AREA
dU .05 2 l 2
\ TC /4.7 14.70 G i 3 +\ pill 1mr FENCE +14.351 n °
3 iC14.81 u '4.6• 4.5 F''i_ a d °. d. _ °. Rp
+t TC /4.8 °n e d a - ° ° °d .. ° n -° ° .2 m�pfryf�� nerf /Y
} \ AIN LINK ENC \A' ° n °n e O ° d n ° TrL Orr ,d + .45 _• 0 ° .. :1�AS RGtN1w 90 601N it TO U a
} @ p p 1Dnk$ l�k7 ff?=f O- 5 g a .N SEWER ° e'
LEv • \ p 1 - - ; . ^ :. a , ITJ�f9 - - n 4 b 4► . _ Asrg•ALT SuRFAcE EXIST. �STM: . _ a \A pt
-: j w °
71
IO d
/45?.- n As�..l:iiif'k.19 - n +
FL 9.13 4.7B \ . Fl Qj91 ._ . a IU\. ..91 n d d A "
y _ S� , Ftlt16.9 � � - 12 °Sg+N MR-7 '"°
- Fl:8.8B` n a e W b
10.27 .. , .
a 11 ° .n ° n EL
da ° �e 2 2 LIN�E(FROM 41
+\ . T` 1- il, AN 50T 8 . 0 50Z 8 57M 50S ° 8 STM a 0.50T /� Ti i i�\g C°0 a' 'a DRAW/NCO �
STM
+ 0 0.4 +/a o 'r 12" 0.50Z ° n n _° _ _ _ 12_ STM O: 0.50T ° : _ _ °_ n g _ _ _ + . 9 q {
2 5AN MFf 4 ° ' STM f!W-I y� a SJ�N Ayl_� n ° ° 237'-0 SAN O�0.45T ° +1�' :z�' : ,d ° ° A,5
c ° c yD` �`�� ❑ ° d - ❑ e ° .. - n a9 9 e--� A?6+ ANJm---� `�� CR .00
PROP. $WILDING (. fL=aol 10.76.° %/ 0 "y . FL7.62 411 WATER V. ° ` ° . ° �j " PROP. BUILDING ° g 7 1ON :I:
+ FF=15.00 10T-8" SAN. 0.0.45 - 4,A a ° a _ uMN n n . . e - "�d3• \y 2�'.12 STM
�2 Z °� .. ° ' °. ° c d - ' ° ° '°. _ as C FF=15.00 n p , +
n• A'OCOLUAW m e Fk:•6.52 d d :n .. a n ° a 4Q'9 ° e l�1'TEE a a1 ° a _'$/fiN gQ a _. , °a
Ftr7.93 ° ° _ ° - 'd ° �/ 11 11 VA +\ELECTRICAL FIREWATERLINT
4 X3 dEE ° x n LmIG r 31P WATER J 4 X3 REDkJLiR ° Io NCE
° q. - ° BOXES°,(FROM'DRAWfN<
HA/N Ling cE a 1". YER LINE IS STM.O 0.35f ✓U Tfo•V BOX ° LEv - A/N LINK FENCE' TOWER ° - 7 d ° ° °'
°. °. ° - a 4.§11 � 8 WA LINE DS 8 a � n \
d . . ° RIM /3.78 14.+5 - m n 5 me - m 14.1E ° ° \ 0 �y !4. 5
a -114:6- n .� HA/N LINK F�NGE - rZiF. `�• ., .'Z -w-: + K + A.
ur �F
\3,6 _
1-6
F1R H Air .f 13.18 'SIGN ITCH COWL/NE ITCH FLOWLINE 11 ' /T11 \ A 1 Rl�m EFiEv16.9B TO-€XISTT•.RINGTJAN-@BX I E
LF ELEv 1?.70 3 WA - m \ 8°X4° T,S,EV 4 r A-13
4 X3 _ �a l?" PVC DRAINAGE JNLCF $1G
TOP GRATE 13.73
Gas L/Ne tA6y \A. \b �3 \A? \A 6 \p61 p Rl lLEvanoN ll 49 w\ ' 10N OF LINE Wb GAS AND \A6y tA51 \A p A � p? ,1 IrARY MH \ FL 24" 9.67 tpa.--- _F
6 3 \2 OZ 1 OQ 96 A g lF ELEv 6.95 ? / w A ECT TO BSI -$TORN. \ 0 \p. RIM ELEV 13.85 COULD Nor \A'
+ly'6 13 5? A03 +\y? +\y +``�� +ty0 }y' tA' +\ + ? A � y y%
n cvn STREET ASPHALT R U A D W A Y y 0y COMPANY BEFOf `CI�I�GSTREE9 +(60 RIGHT OF WAY \ CONTRACTOR COORDINATE }\A• +p. € ELEv B.?3 �a As LQATE ✓u cnav \A g
TEXAS S! REIN ° °AT rfi FL r �2ATICIN OFINF WITH CAS AN4 BDX oR MH +
n ' g6 6 3A 1y 5g 11 A 6 \A 5� \A 6 A 63 yy 3A PHONE COMPANY BEFORE CONNECTING ASPHALT K O A Gv"v' A `r' (SHOWN av DRAWINGS)
\A' y. \y t t A• 36 A• l 1 \ A 1 A 3 Rrm ELEV 13.50
'- U 6 tA. A A \ A A A \ g DRAINAGE INLET
! "R DITCH \�T /3.4 1NHOLE -SIGN \A \A,g \A? FELEV Il.87�
E 13.54 A 24 RCP R/m 14:5? °WM
6 CONCRETE PARKING y FL 13.75 FL 13.49 6 \b. I y0
+\y 60 01 \p b \A• \n. + IF?4' I?.4 -SIGN 5 6. \A• FP � L
3 y 3 \5 ELEPHONE 1y 3 \l•y to } DRAINAGE INLE U R GUY
- SPEDESrAL MH --Lev 14.03
THROAT I. 83 mWM ° IN Gp5 METER WM °WM
ELE
EAST H STREET V A 11 0. 6? y? y? 6?
KEYED NOTES:
OI SAWCUT, REMOVE, AND REPLACE CONCRETE
AS REQUIRED TO INSTALL STORM SEWER.
Civil Engineer
PBK - Civil Group
11 Greenway Plaza, Suite 2210
Houston, TX 77046-1104
M3) 965-0608
3 961-4571
Structural Engineer
Conti, Jumper and Gardner
3949 Braxton
Houston, TX 77063-6389
V13) 780-3345
713 780-3712
MEP Engineer
PBK - MEP Group
11 Greenway Plaza, Suite 2210
Houston, TX 77046-1104
713 965-0608
713 961-4571
Architecture
Engineering
Planning
Roof Co sulting
•• TFk 4
H.F. SCHNEIDER, III I;
r
A ........69402..................... :...:
11 GreenWay Plaza
Suite 2210
Houston, Texas 77M 1104
Phone= 713.968.0608
Fax. 713.961.4571
PROJECT NO.
0659-01
DATE
11/28/06
DRAWN
CG
CHECKED
CMO
REVISIONS
ISSUE
FOR
CONSTRUCTION
C201
DRAINAGE AND
U'flLffY PLAN
FRB
GENERAL NOTES
UTILITY NOTES
PAVING & GRADING NOTES
I
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
30
THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR
60
THE PAVING JOINT PATTERN IS A SUGGESTED LAYOUT. THE CONTRACTOR MAY ALTER
THIS LAYOUT BY SUBMITTING A DRAWING SHOWING THE PROPOSED JOINT PATTERN
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXCAVATION, INSTALLATION, BACKFILLING OF WATER AND/OR SEWER MAINS AND
RELATED APPURTENANCES AS SHOWN ON THE PLANS AND/OR DESCRIBED IN THE
CHANGES AND/OR MODIFICATIONS TO THE CIVIL ENGINEER FOR REVIEW.
2
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE
THECSITE.SPECIFICATIONS.
61
REFERENCE THE ARCHITECTURAL SITE PLAN FOR SIDEWALK JOINT PATTERN.
JOB
3
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL
31
THE C40NTRAGTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND STATE OF TEXAS
62
THE INLETS/MANHOLES SHALL BE COORDINATED WITH THE LOCATION OF PAVEMENT
MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE
LAW CONCERNING EXCAVATION. CONTRACTOR SHALL PROVIDE SHEETING, SHORING
JOINT PATTERN WITHIN PAVEMENT AREAS.
RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE
AND BRACING AS NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING
63
EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN THE BUILDING AND PERIMETER
MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT
ALL PHASES OF CONSTRUCTION.
CONCRETE PAVING. SEAL JOINT AS REQUIRED FOR PAVING JOINTS.
'. 4
COMPLETION
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE
32
BEDDING AND BACKFILL SHALL BE SUBSIDIARY TO THE PAY ITEMS FOR PIPE AND
SHALL NOT BE PAID FOR DIRECTLY. REFER 70 DETAILS. IF WET SAND CONDITIONS
64
REFER TO STRUCTURAL FOR ANY DOWELS REQUIRED TYING THE BUILDING FOUNDATION
DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION
ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND ENGINEER
AND ADJACENT CONCRETE PAVING TOGETHER.
FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DIMENSIONS
IMMEDIATELY.
65
SAWED JOINTS 4 TRANSVERSE JOINTS ARE TO BE EQUALLY SPACED BETWEEN
SHOWN ARE TO THE BACK OF CURB UNLESS NOTED OTHERWISE.
33
NORMAL BEDDING AND BACKFILL FOR SANITARY SEWER LINES SHALL BE CLASS "C".
EXPANSION JOINTS.
5
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
BEDDING AND BACKFILL FOR SANITARY SEWER LINES UNDER OR WITHIN THREE (3)
66
SAWING OF JOINTS MUST BEGIN AS SOON AS THE CONCRETE HAS HARDENED
AND CONSTRUCTION INSPECTIONS WITH THE PROPER REGULATORY AGENCIES, PRIOR
FEET OF PAVEMENT OR STRUCTURES SHALL BE CLASS "AA".
SUFFICIENTLY TO AVOID EXCESSIVE RAVELING. REFER TO SPECIFICATIONS FOR
TO BEGINNING CONSTRUCTION. COPIES OF ALL PERMITS SHALL BE SENT TO THE
34
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL
ADDITIONAL INFORMATION.
ENGINEER.
WATER AND SEWER MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
67
THE CONTRACTOR SHALL REPLACE ANY DAMAGED AND/OR REMOVED CONCRETE
6
CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED PRIOR TO STARTING CONSTRUCTION
EXAMINE SUCH MATERIALS AT THE POINT OF DELIVERY AND TO REJECT ALL DEFECTIVE
PAVEMENT, CURB AND/OR WALK TO EQUAL OR BETTER THAN EXISTING CONDITION.
OF UTILITIES AND/OR CULVERTS WITHIN RIGHT-OF-WAYS.
MATERIAL. THE CONTRACTOR SHALL REPLACE THE DEFECTIVE MATERIAL WITH SOUND
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INCLUDE ANY CONCRETE
MATERIAL AT HIS OWN EXPENSE.
PAVEMENT, CURB OR WALK REMOVAL AND REPLACEMENT IN HIS BID AS AN
7
TOPOGRAPHIC SURVEY BY: ARBORLEAF ENGINEERING 4 SURVEYING, INC.
INCIDENTAL TO THE COST OF CONSTRUCTION.
P.O. BOX 680065
35
THE LOADING AND UNLOADING OF ALL PIPE, VALVES, HYDRANTS, MANHOLES AND
HOUSTON, TEXAS 77268-0065
OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
68
CONCRETE PAVEMENT SHALL BE PLACED DIRECTLY ON COMPACTED STABILIZED
PHONE: 713-550-4931
RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE
SUBGRADE. NO SAND CUSHION MAY BE USED. STABILIZED SUBGRADE SHALL EXTEND
TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND
A MINIMUM OF TWO (2) FEET BEYOND BACK OF CURB AND/OR EDGE OF PAVEMENT.
8
BENCHMARK: THE BASIS FOR THE ELEVATIONS IN THIS SURVEY IS CITY OF LA
PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT.
LIME CONTENT SHALL BE 6% LIME BY WEIGHT.
PORTE MARKER # 73, LOCATED AT THE INTERSECTION OF PARK
36
ALL STORM SEWER TO BE REINFORCED CONCRETE PIPE A.S.T.M. C-76 CLASS 111
69
THE CONTRACTOR SHALL GRADE THE SHE AS INDICATED BY THE CONTOUR LINES,
AVENUE AND SOUTH UTAH STREET. ELEVATION 14.40, 1978
WITH RUBBER GASKET JOINTS, OR HIGH DENSITY POLYETHYLENE CORRUGATED
DIRECTIONAL ARROWS AND ELEVATIONS SHOWN ON DRAWINGS, ALL GRADING SHALL
ADJUSTMENT OF NGS SEA LEVEL DATUM 1929.
EXTERIOR / SMOOTH INTERIOR PIPE AS MANUFACTURED BY ADS. HANCOR OR
VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN.
APPROVED EQUIVALENT, UNLESS OTHERWISE OR SPECIFICALLY NOTED.
70
DITCH AND $WALE SIDESLOPES SHALL BE 4:1 (HORZ:VER7) FROM FLOWLINE OF
THE BASIS FOR THE COORDINATES OF THE PROPERTY CORNERS
CONSISTS OF TWO POINTS. CITY OF LA PORTE MARKERS # 30,
37
HIGH DENSITY POLYETHYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH
DITCH OR SCALE TO THE TOP OF BANK UNLESS NOTED OTHERWISE.
_.
LOCATED AT BROADWAY AND E STREET, AND 973, LOCATED AT
THE MANUFACTURER'S RECOMMENDATION OR THE PLANS/SPECIFICATIONS;
WHICHEVER IS MORE RESTRICTIVE.
71
AT ALL DOORWAYS, THE LANDING SHALL SLOPE AT A MAXIMUM OF 2% AWAY FROM
SOUTH UTAH STREET AND PARK AVENUE. TEXAS STATE PLANE
DOORWAY FOR A MINIMUM OF 5 FEET. MATCH FINISH FLOOR ELEVATION AT FADE
COORDINATES, SOUTH CENTRAL ZONE, USG4GS NORTH AMERIGAN
38
ALL SANITARY SEWER SHALL BE CONSTRUCTED OF SDR 26, P.V.G. PIPE AND SHALL
OF DOORWAYS.
DATUM of 1927.
MEET A.S.T.M. SPECIFICATIONS D-3034 (PIPE WITH RUBBER GASKETS CONFORMING
72
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING SILT FENCE OR
9
THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY OBTAINED FROM
TO A.S.T.M. F-477) UNLESS OTHERWISE NOTED ON PLANS: BELL ENDS OF PIPE TO
FACE UPSTREAM.
PLACING SQUARE HAY BALES AT ALL POINTS WHERE STORMWATER RUNOFF EXITS
ON THE GROUND OBSERVATION AND EXISTING CONSTRUCTION DRAWINGS REGARDING
THE SCHOOL PROPERTY, AND AT ALL STORM SEWER INLETS AND MANHOLES. TO
PREVENT SEDIMENT CONTAMINATION OF THE EXISTING DRAINAGE ARTERIES AND NEW
THE ENTIRE TOPOGRAPHY, CONTOURS, SUB -SURFACE SOILS, AS WELL AS THE
39
ALL SANITARY SEWER MANHOLE COVERS MUST INCLUDE ONLY THE WORDS
STORM SEWERS DURING CONSTRUCTION OF OF THIS PROJECT, REFERENCE
LOCATION AND NATURE OF PIPELINES. STORM SEWERS, WATERLINES, NATURAL GAS
"SANITARY SEWER".
"STORM WATER POLLUTION PREVENTION PLAN".
LINES, UNDERGROUND GABLES, ETC. HOWEVER, THE ACCURACY OF OR COMPLETENESS
40
ALL WATER MAINS TO HAVE A MINIMUM OF 4' (FOUR FEET) OF COVER FROM
OF SUCH INFORMATION IS NOT GUARANTEED.
PROPOSED 70P OF CURB WHEN CONSTRUCTED IN STREET RIGHT -OF- WAY AND
73
SITE TO BE CLEARED OF VEGETATION AND DEBRIS AS NECESSARY TO COMPLETE
10
THE EXISTING UTILITIES SHOWN WERE PROVIDED BY THE SURVEYOR. THE CONTRACTOR
4' (FOUR FEET) OF COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN
PROJECT OR AS DIRECTED BY ENGINEER. STRIPPINGS, IF CLEAN, ARE TO BE
SHALL VERIFY THE LOCATIONS, SIZES, AND DEPTHS OF ALL UTILITIES. THE CONTRACTOR
EASEMENTS. WATER LINES 4" AND LARGER SHALL CONFORM TO ALL REQUIREMENTS
STOCKPILED AND USED AS DRESSING FOR GRADING, OTHERWISE THE STRIPPING$
SHALL CONTACT THE CIVIL ENGINEER IF UTILITIES SHOWN ARE NOT AS SPECIFIED.
OF AWWA C900 - OR 18, GLASS 150. 2", 2-1/2" AND 3" WATER LINES SHALL
SHALL BE DISPOSED OF BY THE CONTRACTOR.
11
CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL, SAFETY, AND HEALTH ACT
CONFORM TO ALL REQUIREMENTS OF ASTM D 2241 FOR PVC PIPE AND BE PRESSURE
74
EXCESS SOIL FROM CONSTRUCTION MAY BE DISTRIBUTED ON SITE AT LOCATIONS
(O.S.H.A.) REGULATIONS,
RATED AT 200 P.S.I. WITH A STANDARD DIMENSION RATIO (SDR) OF 21 FOR CLASS
APPROVED BY THE OWNER. ALL EXCESS DEBRIS, TREES, AND/OR WASTE MATERIALS
12
ALL WORK 15 TO BE DONE IN ACCORDANCE WITH APPLICABLE NATIONAL, STATE,
200 FOR BOTH BARREL AND BELL DIMENSIONS. WATER LINES SMALLER THAN 2"
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. ALL ASSOCIATED
MUNICIPAL, AND LOCAL CODES.
SHALL CONFORM TO ALL REQUIREMENTS OF SCHEDULE 40.
COSTS SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
13
IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPERVISE AND COORDINATE ALL WORK
41
PIPE SLEEVES ARE TO BE 6" PVC, SCHEDULE 40 PIPE CAPPED AT EACH END. THE
75
BACKFILL TO TOP OF NEW PAVEMENT OR CURBS WITH CLEAN SOIL FRB OF CLODS.
ALL DISTURBED AREAS AND AREAS REQUIRING GRADING SHALL BE FINE GRADED.
TO INSURE THE PROPER EXECUTION. ALL WORK IS TO BE ACCOMPLISHED IN A NEAT,
WORKMAN LIKE MANNER, AND ALL EXCESS MATERIALS, TRASH AND DEBRIS, ETC.,
TOP OF THE PIPE SLEEVE SHALL BE 12" TO 18" BELOW THE BOTTOM OF CONCRETE
PAVEMENT OR WALK. EACH END SHALL EXTEND A MINIMUM OF TWO (2) FEET BEYOND
REMOVE ALL TRASH/DEBRIS AND PROVIDE A SMOOTH SURFACE FOR PROPER TURF
SHALL BE REMOVED FROM THE JOB BY THE CONTRACTOR. AT HIS EXPENSE.
THE EDGE OF CONCRETE PAVEMENT OR WALK. LOCATION OF EACH END TO BE MARKED
MANAGEMENT. HYDROMULLH DISTURBED AREAS NOT NOTED TO BE SOLID SOD OR AS
IN CURB OR PAVEMENT WITH BRASS BOLTS.
DIRECTED BY THE ENGINEER.
14
THE CONTRACTOR SHALL INCLUDE IN HIS BID AS AN INCIDENTAL ITEM FOR THE
REMOVAL OF ANY EXISTING SIGNAGE THAT IS IN THE WAY OF THE PROPOSED NEW
42
ROOF DRAIN AND DOWNSPOUT COLLECTOR LINES SHALL BE 12" PVC, SDR-26 PIPE
76
WHERE NEW CONCRETE PAVING MEETS EXISTING CONCRETE PAVING, INSTALL 3/4" SMOOTH
CONSTRUCTION. IF REMOVAL OF SIGNAGE IS NECESSARY, THE CONTRACTOR SHALL
(ASTM 02241) OR SCH, 40 PIPE, LAID AT A MINIMUM GRADE OF 0.50% UNLESS NOTED
DOWELS, (18" LONG AND 18" C-C), BY DRILLING 8" INTO THE CENTER OF THE EXISTING
REPLACE SAID SIGNAGE.
OTHERWISE. NO 90" BENDS SHALL BE USED. ALL BENDS IN THE LINES SHALL BE
SLAB AND EMBEDDING WITH "PO -ROC" OR EQUIVALENT. WHEN PAVING UP TO BUILDING
OF DIRT MUD ETC DURING THE
MADE WITH EITHER "WYES" OR DOUBLE 450 BENDS. REFER TO THE ARCHITECTURAL
FOUNDATIONS, ALSO INSTALL IMPREGNATED FIBER BOARD EXPANSION MATERIAL WITH TOP
THERMOPLASTIC
15
THE CONTMIM SHALL KEEP ALL STREETS
SHEETS FOR EXACT LOCATIONS OF GUTTER DOWNSPOUTS. GUTTER DOWNSPOUTS
PULL STRIP FOR CAULKING.
o
COURSE OF CONSTRUCTION.
WILL DETERMINE THE LOCATIONS OF DOWNSPOUT COLLECTORS. WHERE DOWNSPOUT
w
16
THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHES OR PITS OPEN OVER NIGHT.
COLLECTORS ARE LOCATED IN PAVED AREAS, PROVIDE A 24"X24" BLOCKOUT AROUND
77
PAVEMENT GRADES SHALL VARY UNIFORMLY BETWEEN ELEVATIONS SHOWN.
z N
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR KEEPING THE SCHOOL CHILDREN
PIPE. REFER TO DETAILS.
78
GRASS ISLANDS SHALL BE BAGKFILLED TO TOP OF CURB. PROVIDE MINIMUM 38
OUT OF THE WORK AREA.
43
THE CONTRACTOR SHALL INSTALL DRIVEWAY CULVERT(S), SETS, AND JUNCTION BOX(ES)
GRADE UP TO CENTER OF ISLAND TO PROVIDE ADEQUATE SHEETFLOW OVER TOP OF CURB.
a ¢
17
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO COMMENCING
IN ACCORDANCE WITH TEXAS DEPARTMENT OF TRANSPORTATION (iXDOT) CRITERIA.
79
a
SECURE PRECAST CONCRETE WHEEL STOPS BY DRILLING AND SETTING 4 DOWELS
_
WORK IN ANY RIGHT-OF-WAY OR EXISTING EASEMENT. A VERIFICATION NUMBER FROM
1XD0T WILL ESTABLISH THE FLONLINE AND SIZE OF THE CULVERT.
INTO PAVEMENT.
Z
THE ONE -CALL UTILITY COORDINATING COMMITTEE WILL BE REQUIRED. (800) 344-8377.
z IE _
44
CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" (SIX INCHES) VERTICAL CLEARANCE
80
FILL AREAS NOTED ON PLANS SHALL BE FILLED IN LAYERS NOT EXCEEDING 8" IN DEPTH
a o
18
CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO RELOCATE
AT STORM SEWER AND WATER LINE GRO55INGS AND AT STORM SEWER AND SANITARY
AND EACH LAYER COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY.
>
EXISTING POWER POLE($) AND/OR UTILITY BOX(ES) OR ANY OTHER UTILITIES AS DEEMED
SEWER CROSSINGS, AND A MINIMUM OF 12" (TWELVE INCHES) VERTICAL CLEARANCE
FILL AREA SHALL BE SEEDED AND FERTILIZED WITHIN 10 WORKING DAYS.
w
NECESSARY BY THE ENGINEER. CONTRACTOR SHALL COORDINATE THE RELOCATION
AT WATER LINE AND SANITARY SEWER CROSSINGS.
81
CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS,
a M -
AND PAY ANY FEES.
45
MARK LOCATIONS OF ALL CABLE AND TELEPHONE LINES EXTENDING BENEATH
PLANTS, AND TREES ALONG THE AREA OF EXCAVATION.
o
¢
19
STRIPING AND CROSS -HATCHING SHALL BE "TRAFFIC YELLOW" PAINTED LINES, FOUR
PAVING BY SETTING A 60D GALVANIZED NAIL FLUSH WITH TOP OF CURB (OR TOP OF
(4) INCHES WIDE UNLESS OTHERWISE NOTED.
PAVEMENT WHERE THERE IS NO CURB).
82
CONTRACTOR SHALL INSTALL SOLID SOD DIRECTLY BEHIND ALL BACK OF CURB NOT ABBUTTED
46
CONNECTION TO EXISTING MANHOLES / INLETS SHALL BE MADE IN A NEAT AND
70 A PAVEMENT AREA OR OTHER AREA NOT INTENDED TO BE GRASS.
20
ALL PAVEMENT MARKINGS (OTHER THAN STRIPING 4 GROSS HATCHING) SHALL BE
WORKMANLIKE MANNER. NON -SHRINK GROUT SHALL BE USED TO SEAL THE
CONNECTION ON BOTH THE INSIDE AND OUTSIDE OF EXISTING MANHOLES /
21 REFER TO ARCHITECTURAL SHEETS FOR HANDICAP SIGNAGE.
INLETS. ANY DAMAGE TO EXISTING STRUCTURES SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
T
22 EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED
47
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO
DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS.
EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATER
23 CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB, SHALL
LINES, WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, DURING CONSTRUCTION.
BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO STARTING WORK.
ALL DAMAGES SHALL BE REPAIRED AT HIS EXPENSE AND IN ACCORDANCE WITH THE
_
i
AUTHORITY HAVING JURISDICTION AND/OR AS DIRECTED BY THE ENGINEER:
24 ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
I
ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE
48
EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING THE CONSTRUCTION PERIOD,
RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY.
UNTIL SUCH TIME THAT NEW UTILITIES CAN BE MADE OPERATIONAL.
I f
25 WHEELCHAIR RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARDS
AT ALL INTERSECTIONS WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR
49
REFER TO THE M.E.P. SHEETS FOR EXACT LOCATIONS OF WATER, FIRE, GAS AND SANITARY
SIDEWALK IS DAMAGED OR REMOVED DURING CONSTRUCTION.
SEWER CONNECTIONS AT THE BUILDING.
50
REFERENCE M.E.P. SHEETS FOR REMOVAL AND/OR REROUTING OF ANY ELECTRICAL
s
- -
-
SERVICES OR ANY UTILITY LINE (ROOF DRAIN, SANITARY SEWER, ETC.) THAT LIES -
UNDER A PROPOSED STRUCTURE.
51
UTILITY CONTRACTOR SHALL PROVIDE TEMPORARY SILT BARRIER FENCE ON ALL NON -CURB
INLETS WHICH WILL REMAIN IN PLACE AFTER UNDERGROUND CONTRACT 15 COMPLETE.
52
CONTRACTOR SHALL PROVIDE SILT BARRIER FENCE ON ALL STAGE I CURB INLETS.
53
THE CONTRACTOR SHALL INCLUDE IN THE PROPOSAL AN INCIDENTAL AMOUNT FOR THE
SAW CUTTING, REMOVAL AND REPLACEMENT OF PAVEMENT AT ALL LOCATIONS WHERE
PROPOSED UTILITIES CRO55 EXISTING PAVEMENT, WHETHER SHOWN ON THE DRAWINGS
OR NOT. THE CONTRACTOR SHALL MATCH THE EXISTING PAVEMENT TYPE, THICKNESS
U
AND GRADES,
54
WHEN CONNECTING TO EXISTING SANITARY SEWERS OR STORM DRAINAGE SYSTEMS,
W
o
THE CONTRACTOR SHALL START AT THE DOWNSTREAM END AND WORK UPSTREAM.
w
...__. .. _ - .'-.. .. _.. _. _......
...
THE CONTRACTOR. SHALL ALSO VERIFY THE ELEVATIONS.OF THE UPSTREAM AND. _.. .. .. ... ..
W
Z
_ .... ...._. _..._
.. ...__. _
DOWNSTREAM CONNECTIONS PRIOR TO STARTING WORK. IF ELEVATIONS ARE NOT
>O
AS SHOWN ON THE DRAWINGS, CONTACT THE ENGINEER, UNDER NO
_
CIRCUMSTANCES SHALL THE CONTRACTOR START UPSTREAM AND WORK
n_
a ¢
DOWNSTREAM. PIPE SHALL BE INSTALLED WITH THE BELLS AT THE UPSTREAM
w
_
END.
Z
z
-
-
55
TELEPHONE COMPANY FACILITIES MAY EXIST ON THE PROPERTY. THE CONTRACTOR SHALL
AGREESING WORK, AND FULLY
COCCASIONED
W =
a
THE BEFORE
RE TO
U
ALL DAMAGES WHICH MIGHT BELOCATION
RESPONSIBLE F RDETERMINE
BY
G
EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
W W
c~ o
-
CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE
co 0
o o
-
UNDERGROUND LINES FIELD LOCATED. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF
Q
¢
THE INDICATED LOCATION OF TELEPHONE FACILITIES, ALL EXCAVATIONS MUST BE
U) U
ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE
—
W0
la
CONTRACTOR SHALL EXPOSE THE ILISUPPORT
M ~
m
ARE EXPOSED, THECONTRACTOR SHOUULLDOPROVIDE TO PREVENT DAMAGE TO THE
SO Z CD '
CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR
J p
SHALL BRACE THE POLE FOR SUPPORT.
M
C > 0.
-
56
CAUTION: UNDERGROUND GAS FACILITIES -
N U J M.....
- -
-
GAS LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY
CORPORATION WHERE APPLICABLE) MAY EXIST ON THE PROPERTY. SERVICE LINES
ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY
_
..
COORDINATING COMMITTEE AT 713/223-4567 OR 800/669-8344 A MINIMUM OF 48 '
HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICES LINES FIELD LOCATED.
* WHEN GAS LINE MARKINGS ARE NOT VISIBLE CALL 713/967-8037 MOO AM-4:30 PM)
FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS.
• WHEN EXCAVATING WITHIN 18" OF THE INDICATED LOCATION OF GAS FACILITIES,
ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION
'
PROCEDURES.
WHEN GAS FACILITIES ARE EXPOSED. SUFFICIENT SUPPORT MUST BE PROVIDED
TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
57
WARNING: OVERHEAD ELECTRICAL FACILITIES
OVERHEAD LINES MAY EXIST ON THE PROPERTY. THESE LINES ARE CLEARLY VISIBLE,
AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THEM PRIOR TO BEGINNING
ANY CONSTRUCTION. TEXAS LAW. SECTION 752, HEALTH 4 SAFETY CODE, FORBIDS ALL
ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6' OF LIVE OVERHEAD
HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS,
ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS
LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES
TO BE TURNED OFF OR REMOVED CALL POWER COMPANY AT 713/207-7777.
WARNING: UNDERGROUND ELECTRICAL FACILITIES
UNDERGROUND ELECTRICAL FACILITIES MAY Ex15T ON THE PROPERTY. AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION, CALL THE UCC AT (713) 223-4567, OR TOLL FREE AT
1-(800) 669-8344, TO VERIFY THAT NO UNDERGROUND FACILITIES EXIST.
58
ALL UNDERGROUND PIPE SHALL HAVE A 12 GAUGE METALLIC TRACER WIRE
RUNNING THE FULL LENGTH OF THE PIPE. TRACER WIRE SHALL BE TAPED TO THE
PIPE AT INTERVALS NOT TO EXCEED 15 FEET USING DUCT TAPE. .
CIVIL LEGEND
201 —
PROPOSED CONTOUR
IH
PROPOSED CATCH BASIN (G-1)
®
PROPOSED "A" INLET (A-1)
9
PROPOSED "E" INLET (E-1)
0
PROPOSED STORM MANHOLE W/ GRATE TOP
0
PROPOSED MANHOLE
®
INLINE DRAIN (10)
10
PROPOSED H-2 OR JUNCTION BOX INLET
-Ow-
GATE VALVE 4 BOX
--------
PIPE SLEEVES
PROP. 45° EL
TAPPING SLEEVE 4 VALVE
TC
TOP OF CURB ELEVATION
TP
TOP OF PAVEMENT ELEVATION
TG
TOP OF GRATE ELEVATION
TR
TOP OF RIM (MANHOLE)
FG
FINISH GRADE ELEVATION
FL
FLONLINE ELEVATION
TFL
THROAT FLOWLINE ELEVATION ("E" INLET)
FH
FIRE HYDRANT
MH
MANHOLE
CO
CLEAN OUT
GOO
DOUBLE CLEAN OUT
NIC
NOT IN CONTRACT
RD
ROOF DRAIN COLLECTOR
GV
GATE VALVE
STM
STORM SEWER
SAN
SANITARY SEWER
RCP
REINFORCED CONCRETE PIPE
HOPE
HIGH DENSITY POLYETHYLENE
FFF
FILTER FABRIC FENCE
RFB
REINFORCED FABRIC BARRIER
IPB
INLET PROTECTION BARRIER
X
EXPANSION JOINT
L
LONGITUDINAL CONSTRUCTION JOINT
LT
LONGITUDINAL -TIED CONSTRUCTION JOINT
T
TRANSVERSE CONTRACTION JOINT
S
SAWED PAVEMENT JOINT
UE
UTILITY EASEMENT
SSE
SANITARY SEWER EASEMENT
EP
EDGE OF PAVEMENT
HB
HIGH BANK OF DITCH
CL
CENTERLINE OF DITCH
PP
POWER POLE
GW
GUY WIRE
GM
GAS METER
PB
PHONE BOX
FG
FENCE CORNER
CB
CABLE BOX
NG
NATURAL GROUND
EXISTING ELEVATION
.V 87.39
PROPOSED ELEVATION
CONSULTANTS
Civil Engineer
P8K - Civil Group
11 Greenway Plaza, Suite 2210
Houston, TX 77046-1104
(713) 965-0608
713 961-4571
Structural Engineer
Conti, Jumper and Gardner
3949 Braxton
Houston, 177063-6389
(7780-3345
71313) 780-3712
MEP Engineer
P8K - MEP Group
11 Greenway Plaza, Sults 2210
Houston, 1X 77046-1104
7-0608
71313 965 961-4571
Pw
Architecture
Engineering
Planning
Roof .Consulting
s.......................................
H.F. SCHNEIDER, III
...:....................................�
�i, °'• 69402
cAS......
�s ;RAONP,L O
n Zg ono
11 Greenway Plaza
Suite 2210
Houston, Texas 77046-1104
Phoney M-NSw0606
Fax 71-M-4571 Soo
PROJECT NO.0659-01
DATE 11/28/06
DRAWN ANG
CHECKED CMO
REVISIONS
ISSUE FOR
CONSTRUCTION
cowl
CIVIL NOTES
AND LEGEND