HomeMy WebLinkAbout1625 Adrian Road - PlansTrent Fiorino -2- March 27, 20?5
Mid Pacific Engineering, Inc.
5. The facility shall provide laboratory and field testing personnel who are adequately �
trained, supervised and currently certified as required by the latest ASTM or other
recognized standards.
6. Masonry inspectors assigned to projects under DSA jurisdiction shall have passed
DSA's masonry inspector examination and be specifically approved for each project
by the DSA field engineer.
7. Welding inspectors assigned to projects under DSA jurisdiction shall hold current
American Welding Society (AWS) Certified Welding Inspector (CWI) or Senior CWI
certification and be specifically approved for each project by the DSA field engineer.
8. The facility's Nondestructive Testing (NDT) program shall be supervised by an
individual currently certified by the American Society for Nondestructive Testing
(ASNT) as NDT Level III in applicable methods. Such certification shall have been
obtained through ASNT by testing, not by employer or self-certification.
9. The facility's NDT written practice and procedures shall conform to the requirements
of ANSI/ASNT CP-189, 2006, and be approved by the supervising Level III. All NDT
technicians assigned to projects under DSA jurisdiction shall hold current Level II or
greater certification, in accordance with the requirements of CP-189.
10. The laboratory facility shall provide test, inspection and verified reports in
accordance with the requirements of the 2010 California Building Standards
Administrative Code (CBC) Title 24, Part 1. Report format shall comply with LEA
Program requirements and applicable ASTM standards.
11. The physical location of the facility, including but not limited to laboratory equipment
and personnel, shall not change without prior notification to the DSA.
Please be aware that failure to comply with any of the requirements of the LEA Program
may result in this acceptance being revoked. A facility with a revoked acceptance may
be reinstated when it demonstrates all deficiencies cited by the DSA have been
cor�ected. Fees may be charged.
If you wish to continue DSA acceptance beyond your current expiration date, you must
submit a renewal application package at least 30 days prior to that date. The
application (DSA form 100) and detailed instructions outlining submittal requirements
can be downloaded from the DSA website (http://www.dgs.ca.gov/dsa/Forms.aspx) .
When we have received all required information, we will schedule an on-site evaluation
of your facility.
Thank you for participating in the Division of the State Architect's LEA program. Should
you have any questions regarding the LEA program requirements please feel free to
contact me at (916) 445-2193 or e-mail me at eric.france@dgs.ca.gov.
Sincerel
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Eric H. France
Division of the State Architect
Laboratory Evaluation and Acceptance Program
Enclosure:
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ABBREv
CsENERAL NOtES
1625 Adrian Road
Burlin ame Ca 94a 10
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MECHANICn�I
PL�MBING .
EL`_CTRICAL�.
PENSKE NUTOMOT:VE GROJPI
ANOE¢S�N DEVELOFMErvT PARTNERS
5101 Kearny Meea Roatl
Sa^. Oiego, CA 911n
PHONP�. 858-650-4491
FA%. 859-650-9430
LONTACT�. GEOFF BlIRNS
WAGI+ER AFGHITELTIIRE GROJP
LONTAGT CAPL LHflISMAN
BIS CIVIC GENTER �R. SJI1'E t01
OCEANSI�E CA 42054
P40N2�. ]60 ]]9 OS�J
FA%� ]60 961 0500
LEA 8 BRAZE ENGINEERiNG,INC
CIVI�� E�G:IrEEflS I LAND SURVEYORS
1495 !nauemal ?arkwoy weet
iayxard, CA 94545
PI+pN`_�. 5+0�08'1-4086 ani f]1
FA%�, 510�88]-3019
LOVTqCT�. 8'i'.I Ncnn
APFIL PHI'_IPS �251GN WORKS INC.
20o cma F�,�a vooe
Sauaaliio, LA 9n865
�'�.ONF.. fi5-3Ji.2]81
FAX: a15-JJ'-2019
ccNrncr�. aprn �n�.no=
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PHON`_: 650-6t]-59�0 exl 1fJ
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PNON_: BSB-541-0]8B
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C�;�TACT: Mona R�ix
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TFN�PE, AZ 05281
PHON��. 4BG-9fi6�fi266
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CO�TALT�. 9ouylaa W Payna
FIRE NOTES
I BLILDINGS JNDEPGOfNG LONSTRtICT10N, ALTERA?ION OR OEMOLIIION SNALI BE IN
nCCOROAM1LE WITM LPL ARTILLE B] �IIFG/CFL SEL. 0)O1.
1. AD�RESS SHA.� BE PVOV;DE� FOR ALL NEW AND E%ISTING BUILOINGS IN A POSITION
AS TO B2 PI.AINLT VISIBIE AN� LEGIBLE FROM TY.E STREET OR ROAO �RONTING THE
PROPEFiY IUFL/LFC SCG 90�4.4, FnPS POIiCY ?-00-fi.
�R A A: TAIVE IN A FLAME RETARDANT CON�ITION.
J. DECOftATiVE NAi. IA�S SH �L BE M N D
ICAL CODE ftEGS., TIT. 18, SEC J,09, 311, UFCICFC SEL. ISOi.S.
i T F T N SH R W tM A MIN:NLM RATING OF ]AIOBC SHALL BE
AT LEAS ONE IRE E% 1 Glll E I
Trf ' A M TPA �_ OISTaN E FOR EACH 6000 50. FT OR PORTION
PROV!DED WI IN ]5 M%1 UM VE G
THEREOF ON EACH FLOOft IUFG/GFG SEC 100f, UFL STAN�ARD 10-i, LAL. CODE RPGS,
T!T. iB, J IB.
5 COMP�_ETP PLArvS AND SPEL:FICPT!ONS FOP FIRE ALARM SYSTEMS;
F�RE-E%T:�GU15'aING SYST_MS,INCL'JOING Al,'OMATIC SPRINKLERS AtrO WET 8 DRY
STnrvDPIPES, HA�ON 5"STENS ANO OTHER SPECiAL TYPFS OF AUTOMA�IC FIRC
-E%T:I.GUISMING Sr5TEM5�, BASEM`_NT P:PE :NLE-S�, AND OT'�1ER FIiE-PROTEC'!ON
5"5�EM5 AND APPLRiENAVLES TNEN`.TO SHAI.L BE SI;BMITTEO NN� APPCOVE� BY
TNE CCN'RAL COI;NT" F;RE DEPARTMENT PRIOR TO INSTAl;AT10`I. �UFr��Fr SEL i001.31
TA Fi - XTI�G�1541NG SVSTEMS SHALL BE PROVIDED 1"l OCCUPANGIES AVD
6. POR BLE RE E �
IOCA'IONS AS R:QUIRED BY TH2 LFC
]. F;RE ALA.4M S"STENS SHA'__ BE IN ACCORDANGE WITH UFC/CFC SEC.1007.
6. AT LERST ONE �IR' EXTINGLISMER W[TN A NiNINLM RATIFG OF 4-q-20BC SHALL BE
PROVI�E� Ot1T51�E EACH M°ChANICAL ELELTAICAL, OR EOILER ROOM.�UFC/CFC SEC.
100f, 11FC STANDARD t0'�. CAL. CODE REGS., 1IT 1B, SEG. J19I
9 F;RE PftOTEGiIOV,INCLUDiNG FIRE APPARATJS ALGESS ROA05 ANO WATER SIIPPLIES
FOR FIRE PiOTEC'ION, SFALL Bc !NS-A�.LE� AND MApE SERVILEAB�_E °RIOR TO AND
uJRIYG TIME oF LONSTRIiCTlON.IUFC/CFC SEG. 90iJ, B1062, BIOaJ�
t0. FIRE HYDRAVTS SNALL COMPLY WITH FHPS POL:CY F-96�01 FOR ON-SIT' FIRE
HYDRANT5. WMEM1'FEOIIIRE7
H �0 HA2ARDOUS NATER;A�S SHA�_',. BE lISED OR ST�RFD WF:CH FSCE2� TME
OI:AVTRiES LiSTED [N ..9.C. TABLE J-D AND J E JN_E55 CON'AINEp PER C.B.L
SECTION 41? AND APPAOVE� BT THE �OCAI FIRE MPRSNAL�
�3. AJ�OM0911.E SERVILE SHALL MEET REQUIREMENTS OF CFC 2211. =! qMMABL' LIQU!D lISE
ANO STORAGE SNALL MEEi ftE0l1iREAlEN'S OF CFC Cr14P'ER 34
t3. KEY BO% S:aALL BE PftOVIDED FOR iHE OCCJ°A�CY. K`.Y SWITLnES MAY BE USED At
EACn ENTqY GATE. EXISi�NG KEY BOX_5 SHALL 8E U?GRADED TO TFE NEW <VOX 90X
S�SiEN.
PROJECt DATA
PROJELT NAME :
PROJECT SCOPE �.
PROJELi ADDRE55 :
GRO55 SITE AXEA .
20NG :
TTP[ OF GONSTRL'GTION :
PPOPOSE� OLCUPANCT -,
N0. OF 5TOR1[5 �
BUILDIN6 HEIGH' �.
SPRINKLER20 �.
ORIG:NAL FLOOR AREA :
NEW GRO55 FLOOR AREA
PE'ER PAN BMW
RENOVATE AN E%ISTiNG OFFIGE/
WAREHOUSE TO A NEW OFFIGE/SC4VIGE
FACIL':tt. REMOVP FRONT 9UILJING AND
REPLACE WITM SiEEL FRAME� METAL
CLAD SERVILF OFFICE.RETROFIT
E%ISTING A�AR TILT UP BUILDING WI'N
NEW MOTOR VCHILLE R2PAIR
1615 ntl�ian FaoE
Burlmgama, CA 94010
110,565 S.F. �R f.5 ACRES
OFFICE
V-B
B 9A1E5 OFFICE II�CLlIOING 12,fiI1 '
seRv;ce �arvel
5-1 MOTOR VEHILLE REPAIR J4,OP1 `.
5�1 PARTS StORAGE MEZZ. �,�4� �
5-1 CARWASH �,518'.
5�1 DETAIL DAYS �,�00 `-
t STORY WIiH eqRTS M22ZANINE
31'-0" - 3P-t0" fron top of curb
� YES
U No
F�RST FLOOR : 43,113 SF
MEZZANINE FLOOR 2980 SF
��_ A �. 4 , 3S"�
FIRST FLOOR : 50,307 SF
ME2ZANIN� FLOOR �. 3,200 SF
TOipL F��_OOR AREA �, 53,501 SF
CHPt 5 H�ICsHT � AREA LIM.
FPONT OFFILE/SHOWAOOM 911:LDING
ARFA Aa=
TABULAR AREA At=
RONTAGE INCREASE IG
'RINKLER INCREASE Is=
AREA=
GALCULATED AREA=
ACTUAL AREA=
HEIGHT=
ii,' � {1f%�� � i1iX�9
9,000
1318 66/484.66-25130/30=,41
x3
9,000 �12,690 � 27,000
4B,fi90
12,671
40�201F51=60 F2ET
ACTUAL HE[GHT= 31'-0"
i STORY � 1 ADD, FOR F5
acrua� sroRr = i sroer
STORY=
APPLICABLE CODES � NOTES II SYI`1BOL LECsEND
1. ALL COVSTNJC ION SHAI'� B: DO'JE IH nCGORDANCE WiTH�
it 100) CAI. FOk � e dJIL01M1G CO�E
i2 CA'_!FORNIA CJCE REGIILAT:ONS�.
P 1TLE 0 :0115?RIAL COJES
B iT'E 3 UBLILSAFETY
C i.I.E 1. FUBLIC WOFKS
0 T�TL R� 9:'.LCING STAN�ARDS
1. .AL: BARRIEfi F4.E T�.��.. ShqLL C�MPLY WI tITLE 11 AND 14
._ 'HE CAI.I`0¢\IA CC�i�E GF R:G�LAiIONS,i00].
J. ALL WORK AND MA':RiPLS SNALL BE IN F�JLL ALLORGnNCE
W;TH THE R[OUi4EM1'EI:�� CF T:1EiE CO�FS ANO ALL
PPPLICACLE LOCAL -'IRJi.VA�YCES. WHER2 CON'RACT
UGL�MEM1TS ERLEFJ N/C'..�T VIOLATIYG CO]E AN� REGIiLA'IONS
P-GUIREM:NTS 'I\�„�4C' �CGUMENTS TAKE PRELEOEVCE.
NI'E¢E CCDES C NIl.CT, THE NORE STR:NGEYT 5NAL'�_ APPLY
4. O�JRiVG THE =N-1RE �GY'iTRtIC':ON PERIOD, !T SFALL BE TNE
SOLE RESPOVSIB� i. �F '4E CCNTRPC�-O�R TG NAINTA':N
�G�DIT:ONS AT � E PRWEL s!TE TO MEE? ThE
F�QJ!FEIAEV 5 0.- ,.._:FnRV1A OCC'�:°ATIONAL q2GU'�_ATIOVS
5. 0?f�.E4 4?PLI NB�2 !0'J�5 ANJ STAN�AFDS�.
�007 BUf,.DING STt.. 0:1°�J ADMIu!STRnTfVE LOOE
1."i0) LALIFOF�IF �1 ��NG LO�F ICBCI
��G] CA�iFO h1A C�i1:AL CapE I�EGI
".':O] CALIFO NI?.: -'NP'.,AL C00`_ I,CMCI
i.'J�] GA�IFO �IP L�JSIlG rODE LPCI
OOl CA IFCRA t�GE I�„PCI
i,t�l T'T_E 3 C 4 P'�d��l� SAFE-Y, 5-A'E FIRE MqRSHAL
RE aJ' A -G
N=�q la 5 AN '.�. 5.5� M� L�RRENT E01':ON
i-PA 11A W�-T , CAL 5 5 CMS, C�RRENT cDIT10N
�:=aA f4 �I E AIAIVS C��RnFhi EDITIVN
R
NFP,t �1 NA ONAL `:R AI.AXu� COJE, CLRFEVT EDITION
NFFA 25> GR T G. RADIA�T �LJ% OF FLOOR COVERING
SYS A CUfREVT DIT:CN
NFPA 2006 CLEA� �G=N' �IRE E%-INGI;ISHING SYSTEMS,
C114REfl _D:TI�N
fi. 1C05 CALI`ORN!A �IiERGY EFFILIEVCY STANOARDS FOR
LOW-4ISG M1ON RESIJF��IAL BUI_�fNGS
� s:..lJ � � �`'
;- p � ;
SHEET INDEX
ARCHItECTURAL
A-CS COV[R SHE[T
A10 SITE PLAN
A11 SITC OEMO PLAN
A21 ENLARGEO FLOOF PLAN�OFF[GE
A1.] CNLARG�D FLOOR PIAN-SERV:CE
A50 E'�_EVATION OEMO PLAN
n51 E�.EVATIOV PLAN
CIVIL
G-tp TITLE SHEET
C-1 DCMOLIT:ON ?lAN
�-� GRA�ING 6 �RAINAGC PLNN
G-4 11TIL1?Y P'.AN
C-5 PAVCMENT PLAN
G-6 i10RIZONiAI CONTROL 6 STRIPING PLAN
�-7 GflADING SPECIFILAtI0F5
G-B DCTAILS
C-B ��TAILS
G-�0 DETAILS
EN-1 EROSION C�NTflOL
ER-1 EROSION CONTAOL
510` TARGS 115E� FOP AA�A ,NC4EASC5 SHALL BE
PERMA\ENi�r \1AIryTpiRE�.
BACK SE�fVILE/MEZZ/LARwASN 6 CANOPY GOVPR
AREA Aa= At � Atxif • Atxls
r - 9 0
R A A - 00
ABU�A REA t
FRONTAGE INCREASE If= 132a/99B-2 5154/3 0=.07
SPRWKLER !NCREASE Is= x3
AREA= 9,000 �9,630 � 27,000
CALCULATED AREA= 45,630
ACTUAL AREA= 40,836
HEIGHT= 40�201F5�=60 FEET
ACTUAL HEIGHT= 20'-0"
STORY= 1 STORY �1 A�D FOR FS
ACTUAL STORY = I STORY
PLUS MEZZANINE
DEFERRED I'iEMS
i00F fR�J55E5
MEZZANINE FRAMING PLANS
F;2E SPFI�KLERS
IR M NtS
GtY R QU E E
E
AFTER THE °ROJELT :5 OCG�PIE�, ANT CI`ANGE Iti �'SE OR
OCCIIPANCT WHILIi CAUS"5 AN IVCREASE 1N OGCUPANT LOA�
SHqLL COMPLY WITN ALL OF THC REOUTAE!AENTS FOR TNE
INCftEASED LOAD.
LANDSLAPE FE�IIIREMENT5,5TftEET iREES SNA'�_L B° IRflIGATED
WI POP, UP BUBBLER OR OTnF�R APPftOPRtAtE AJTGMATIC/?IMED
IARIGATION, CITY OF BURLI4GAME PAflKS DEPT WILL MAINTAIN
NEW iREES "OST "FINAL BUIID!N� INSP2CTION PLliS 90 DAYS.
viciNirY MaP
,w„_ -•"' w ✓� ,�y '�wy, -rS � »
�,,p^ �c !.
t . �J�' � '' . �
�°"� y��'°'""..�/� ��_
C" X.%' ���� v\q�'`"�✓ _rC, G��• �.....,.�.
�,� `t:. {,,,.�. a �
+�`� ,
b.....+. .,�k..�...
x\ Y� � a
�*`�'' �� >�,.:``�,'�:f , ,�'
A SCGTtOY NUMBtR ,
SHEET N'JMBER REFERENCE
�
1 D2TAIL N�IABER
�
SHE2T NUMBER RCFPRENCC
/�,
� - INTERiOR ELEVATION REFERENC`
I/�!- GRID I COLUMN LINE FEFEAENGE
\ %
I101_ ROOM REF°ft'NLE
LO1 DOOR REF2RENCE, SEE �OOR SCMEDIILE
- I
� WINDOW REFERENC2, SEE WINDOW SCHPD�L_
(2i coNsrrsacr�or+ nore
nl - WALi TYPE
� ILLUMIrvATeo ?xlr slcN II
! II;
�1\ PRIN`IN6 REFERENLE
JIMENSION TO FALE FINISN SURFACE OR C4L
�
�
DIMEVSION TO LENTERLINE OF ppE41NG OR L=^��"���
� OF 5?UD
�-- �IMEYSIO�N TO EL`.VAiION AF.F.
NIDDEN I PROJELTED �IN[
�.����� FIRE RA'ED SPPPRATION P2R P_AN �
---- ----- E%IST:�G GG�STRL'Li:Ol. i0 BP OEMO�ISHE'J I
`� / t�,C � "y.�
'l ."5�', .�,t
F,°�" y '.n" �' ��°` '�L
� ��
�
�e�g-+�.y� J 4 A-. �•
� ;3'F/ �`^.:.��.
� , � ��
� f "� ��,y �;
r � ' v4��
f "'+a�, ,� s
y^ r� .... a.
� �� . � , % � �n
d .
WAGNER
ARCNIIECTURF
6ROUP
en crvw c..w un... sm ai
OcsuWM. GA p2061
��.,,�.. ��.�
.... „o,�,,.�
s�� �„� �
wA�FF.A.
�� �
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?pi ��
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1�l
F�
H�
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W
U
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wr�
V 1
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1M�--1
11
O
O
'a'
'b �
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pc.j 0.', U
Z ro ��!
Q '� G
ab �
� G
� �
W �' �,
�� �
w � q
a
\S). -
I� \ 1
�I
/
`1I�
C� _ __
�\`y,
�,I,�m COVER
SHEET _
� iw -
[srve�iax � �
eer no. - �
�� A - C s �I
N
REQUIRED PLUMBING FIXTURES PER BUILDING
OCLUP. PROP. GCUP50% WATGfl GLOS[TS LAVATOfl1E5 URINALS
OCC OCC LOAD ARGA LOAD N/F -- -- �- - NOTES
ALTO IGSFI MALE FEMALE MAL[ �EMALE MALE
OFPICE E 100 11,6T 6� J] 2 J i � 1
SERVICE 5-1 5,000 J],]1] 0
CARWASN 5-1 5,000 �,5]8 1 5 � ' I �
BAT 5-I � ]01B
TOTAL SIIPPLi[D � � 4 4 � ♦
PROJ[LT NAM[ �, PGT[R PAN DMW
PROJ[LT SCOP[ �. R[NOVAT� AN G%15TING OFFICE/
WAREHOUSE TO � NEW OFF[CE/SERVICE
FALILItt. R�MOV[ FRONT pUILDING AND
REPLACE WIiH STEEL FItAMED NEiAL
CLAD SERVILE OFFICE. ftEiROFIT
C%ISTING fl[AR i1lT tIP DUILDING WIiH
NGW MOTOft V�HILLC RGPAIR
PROJ[CT AO�R[55 : 1625 ACriw RoaE
BuM'vigam�, CA 84010
GRO55 5(i[ Aft[A : 110�565 SP. OR 3.5 ALR�S
ZONE �, OPPICE
TrvE OP CONSTRUCTION : V-p
PROPOSGD OLGUPANGY : B SALCS OFFIGE IINCLUDING 11,6)1 SF
SERVIGF OFIVEI
5�1 MOTOR V[HILL[ R[PAIR »,01] SF
5-i PARTS STORAGG M[ZZ. J,200 SF
5-I LAPWASH 1,528 SF
5-I DETAIL BAT 1,080 SF
NO.OF STORItS: 1 STORY WITH PqqTS MGZZANIN[
BUILDING HEIGHi : JP-O' - 31'�10' from lop of curb
SPRINKLERED : � YES
❑ NO
GRO55 FLOOR AREA : FIRST FLOOR : 50,�0] SF
NEZZANIN[ FLOOR : 9,100 SF
TOTAL FLOOR FREA : SJ�50] SF
FLOOR AREA RAT10 �. 48
COMPACT PARKING
PROVIDED
PARCING BTALLB REqUI/�D • 69
TNE FIRBT l0 PAFKING BTALLB
I 9TAL� GON CE CCHPAGT . I
]mx OF PdfdCING 9tALL0 .4FtER l0
GAN BE GONBIDERED COMPAGT
49 StALLS X 30x . 9H
GplfidCT SiALLB • 10
ADDItIONAL PA/dGING Bt4LL8
GNJ BE GON9IDEPED GOFIPAGT
BiANDA�A 9TdLLS • 69
Gp1PdCi BTGLL6 . 10
➢_
'O' IXRB Fn
�
� \\
IA/%
30PE
SiRIPES • W ITH IN TI-E
36' O.G i �OPDING ZC
- •. -
� I
� �_�� I � �-.
� .,.___ � u �'�C
_ I ;v.r ..�i� . .:. .
i6i � I
.-.� -k. �-•'_� � �!
�.t: . . I �� ..i r.�.
\1 � ' ��, �",
z�er�c� ,�' � .,u,��..il�. , � I �� � �
� I I � . V .. ��1. ` "� �J J.SIL
�� �EXISTING 8,164 O�FFICE �
�� _ , SED 6,037 OFFICE. ��
� W/ SERVICE DRIVE
_ — � T-/r� -.
. , ��� . . ionlcK LL W
�
�
��
EXISTING
BUILDING
�
Ci
n
v
i6
hi
..,... ,. 2 . �
I
i'III
1"^1
�
i'lll
I...�� i��l .'::=Y �
II
�
F*1��-� W F,i N N �F*I N
G �...- .�.-f�T. I �:-i'T ..
I*�I�W N W W N'F«I hl
EX STING 3h,024
. WAREHOUSE
PROPOSED SERVICE
� �����di��t�QA�
r-
�_
F*I FwIIF�I F,i W IF•I
S_",.I � - _IT._
W hi N F�1 hl F*I
�
�—.lF
�,,'�-m
�,,, O
���
�
lo
T,,. ill �
� �i?� �
GENERAL NOTES
I. REMOVE dLL PAVING !WD OtNER
91TE IHPROVEI'1ENT8 NOT NOtED HEFE
PER GINL DRGU11NG5.
� ' � � ]. WNEN REHOVINi 9iAJGN�6,
- F£f10vE FOOtINGS AND FOUNDdTIONB.
/
3. GONiAGT OLLNER FOR MlY PIXIURE9
OR EWIR1ETIi TO BE FENRJED TO
OIWER
4. LOGATE AND GAP ALL UtI�ItIE9
AND t'148C LOGdTION.
S. FOR PAVING MID ALL 51TE DET41L8
Noi 9HCW� oN iH15 9HEEi SEE GIVIL
MID / OR LMIDSGAPE PLdN9.
6. FOR V10F21ZONTAL dND VERtIG.AL
CGNTROL, 6EE GIVIL PLdNS.
l.EA9EMENTB SHOYN AS 9UPPLIED BY
PINER
SITE NOTES
Qt EkISTING FINE HTORFNT 8 GONNCCTION
Q [%ISTING BUILDING
m NEW FRONT BUIL�[NG W/ COVERED ORIVE
QQ NEW CAflWASH BUILOING
m E%ISTING ORIVEWAY ACCE55 WIDENED
� AGC[SSIBL[ PARKING STALLS
� LCM�Ni CONGAET[ PAVING P[�. CIVII
� ASPHALT PAVING, RE: CIVIL
0 O' CONCR[i[ LIIRE, R[: LIVIL
EXISTI � 6" CONGRETE CUftD, RE: CIVIL
� N HIGH CMU WALL [NCLOSUR[
� COV[R[D TftASH [NLLOSUft[ 8 TIR[ STOR
.�i LONLRETE ClIRB� PAINTEO RED FOR FIRE
�aNe rn
� LANDSCAP[ R[�. LANOSCAP[ PLAN
� PARKING STPLL P[R PLAN
� SITE LIGNTING� RE�. ELECTRICAL
m ACC[SSIBL[ VAN PARKING SPAL[
� ACGESSIEL[ PAiH OF TRAV[l
� EXISTING ELEGTRIGAL TO BE REI.00ATCO
� NEW �ECROi1VE METAL SWING
GNTC WI KNO% BO% FOR FIR[
AGG[55
� REPLAGE E%ISTIN� FENCE W/ NEW
6-FT. CHAINLINK F[NCG W/
SLATES PER OWNER
� E%ISTING GAS METER TO ftEMA1N IN PLAC
� GRASSLRETE PARKING AREA
.�U REPLALE ALL DISPACED/DAMAGED
SI�PWALKS �RIVEWAY,GURB ANO GUTTGR
� SUPPLT KNO% BO% FOR OLCUPANCT
� 161 14" EO% 512�. P. LHINENSIS TRECS 1
— � �-- � - — -- - -- - _ � _ � PARKING
` �, f �� � m - - PROVIDED
sa, � ' _ J - _ Y„ � �
OFFICE I/300: 6/D3� • 30
� � J
,
� ,,,� �-
_ ,
�/ � y.� \..-. .. . I : % I 4FLIlA0H:I1�,315504 . 4]
4� II �' ' ]ND LEVEL PART9� VI000 3)00 • 4
\� I
� . - I � I . . . ^ . I dGGE691BrL�EIFE�. 63
/ � � �
I O I SUPPLIED l9
/ A � ���
� � � DEVELOPER
i S RUIC P KI G I H wireo a�ro �rxcuri
� I � I I I � j� .. .. 5�E� yDE eL� ENT PAR'RJERS
L� - 9en Dle9a, GA 9]III
i
' P.lG�E� D59-650-643]
§ � . dX: 858-650-4430
_ I" CONT.aGt: GEGfF BURN9
� � -! �`" — �' '�' EASEMENT
�i / c� !�� • _ _ y � .-� �--{-
i i ��_T NS 0 7•'y/ 266.64(C,D) �_ _— DESCRIPTION
;�. .",.•. :��. �-.� . � . -- �-"� -� ����'. r-�Fn��RLII`IC�� � a�enaeneNrcoRw,i�rxoao
i . — -"'"' — . ci�v� � . _ � . . , . . . p�r.pp9E5 RECOImED DEGEFIBER
5. 19l� A9 IN9iRIP�IE��T NO. 111B-4 IN
— — — — — — � BOOK/REEL 331�, PGGE/IHPGE 31.
I� B41D ItEM AFFEGi9 iHE SUBJEGT
PROPERiY dND I6 6FIQW HEREGN.
THIB PLdN IB iOR GENERd.L ORIENTdiIGN.
,y FOR WRTHER 91tE 118qF1-14TIGN 9EE CIVIL R� A 10' EA9EHENT DELINEATED ON
� � SITE PLAN '�D LM'DSGAPE 9HEET5 HILLBDALE INpU9iRIAL PApC I1NIT
� NO. 3. 9AID ITE�'I dFFEGiB THE
nt.0 I' = 30'-0' sue.iecr r+ixar�mr cwo is sNaw
HEREON
��`��`��""�� LEGEND
rar nr Ena Pnaac srr�
wc s� orin
- `_ 60'. .r ,y IT y �� � 3a AGGE9P+IBLE PATH OF "'� � �
I I I. I:. 9AE ReD , TRGVEL RE:TO
r--------1 � ` ]Irz5Q51�ilHE
� I I SIGN iECi AT PARKIt�G LOT EMRPNCE SIGN � �E �0.E NOtE9 FOR
I � � q LNNI��YRIffiI VBIIClES Wi q�ATNG � _ -M6xLnT IX'14L
�„��y���,����g ���� TM riJ P[AE HYDRANT - SEE LIVIL
� �
,��� I �,, x � 6� ��Mqygi �Y4qW y (�[�y a� i_� PLANTING ANO LANOSCNPING - 5[G
E PAIM T-E � � I � pT OV!ffi5 D6@g TON� 481(}g Q /il G itE ]� ]�p. lANDSCME
PFKING IN IT � -- �' µqY ff 4EQl�Y.� gf iHBiKNN6
EX7H710R �j'j ml �� /�j L �.�.1 FIR[ LAN[ PAINT GURBS R[0 WITH
" �� � g����'� U- °FIRG IANb NO PARKING CVC 22500.1'
_, ; .. �- --- . .. .� � .. . �gt�yryyyygrypl� IN 4' HIGH WHRE LETTERS EVERY
' '- �' JO ON iH� R�D CURE. PAINT R[D
��.J�g2�pq ����N���' ��I� LINE ON PAVEMENT IN RREAS WITH
I 5'-0' AUN 4T TYP. �� �. �'�' ���'� -*�r N'• - PRpV6E SICN Ai KC vaN SL41 SiCN �EKI }p�c Pnit�rt NO CUflE, PPOVIDE FIRE IANE 'NO
L B'-O" MIN.�ACCE"a51Bl.EPpRKINGSTPII i. 4'. �' gy.LLf€_qp� BGCK(RGM PqRKING'
B'-0' MN AT VAN raTF uu- �ia+ 000Rs ro ca+Ar mn+ sgr y, � ppp(ry� Fpp yp� ry�y
ncc[ssia.E ao,xir,6 s�al �acs nolEs me.zon nrn z,. � o�
T ;'��:�� C.C.R. TITLE 24 /
^/�/� C�` �j^ I/AI / *^ ryp �/B�/¢/�ry/'�^�`iAI/�//�ry(�G��^ A.D.A. NOTES
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6. fOR NORRONTAL AND VCRTICAL
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ARGHIT[GT R[MOVAL 0� [%ISTINO El1IlDINOB
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POR NGW LA1'OUT
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AND R[PIAL[D P[R A1.0
� PROT[CT IN PIAC[ G%18TING 6A4
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PLUMEINO
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BUILDINCs 8 CsENERAL NOTES
1. CGILING H[[OHT VARI[5 TO UND[RSIDC OP IG) ROOP STRULTURG
q, SUSPGN�[D GLGS WILL CONPLT W/ U�C TAEICS 15-/y 16-0 6 16-E
�, PUGPMENT OP LIGMT 9WITCX SNALL EE MA% N AWAT �POM STNIKC 51D[ 0� OOOR IN ALL P09S[Dl[ LOLATION9
4 WALL ANO C[ILINO MATGRtALe 9HALL NOT �%C[CD TH[ FLAMG SPR[AD CLA951FICATIONB IN UEC TAEL� 6-E
S ALL [XITS AIR TO DG OPGNAEL� FROM IN410C W[TMWT TH[ U4G OP A KGY OR SP[GIAL KNOWlG�O[.
y [XR SIONS SHAIL DC LOCAR� AS N[C[SSARY TO CLCARLY INDICAR TN[ DIR[LTION OP �GRt55 TRAVGL NO
POINT SHALL E[ MOR[ THAN f00' 1'ROM TN[ N[AR[ST VISIELG SION. CXIT SION6 BHALL EC R[AD1LT VI61EL[ PROM
ANY 010.ECTION Of APPROACN
CONSTRUCTION NOTES
NOR9 M[ GCNGRAL - NOT QL RGN6 RG�GRGNLGD ON SH[[T
e. i _ �a�ee aw�
� PINiBM ORADG
� CONCX[TC PAVINB
� ASPHALT PAVINO
• OOM�'R iBl2 llIdCMAIJ
� SMOOTN L�NLRGTL� PMNT
� GONCR[T[ SLAD ON ORAO[
• WSOI�IY
m LONLR[T[ NASONfl7 UNIT
� MGTAL PAN 4TAIR 9T9T[N
� ROOr LADO[R
� MCiAL RAILINO
� GOMPoSITL MCTAL D[CK- SGG 6TRUGNRAL
� ERGK MGTAL JAME COV[R
s w000 � vuenn
� UPP[R CADM[T - IOCATfON ONL1'� NlL.
� �OW[M GAEINGT - IOLATION ONLT� N.LL.
� 9H[LVINO - IOCATION ONL7, N.I.C.
��. l Y�ITL ^ PIIOilCTIOM
pIIILT-UP ROO�M6
� MOOf DRAIN 6 DOWN6POUTS
� INSUUTION � BTRULiLRG
� ROOP HATCH
� R00� 6 J018T 1 MP SPRATG� f10.G R[SIBTIVL MATLRUL
� a PL7 ROOFlNG CLA65 E
4%! 6KTLIOHT
� LOILINO OVL'RH[/� FlRC DOOP - P[R 9LH[DIIL[
� LOILINO OY[RHGAD DOOR-P[R 9CHCDUL[
� R001' AGC[89 PAN[L
� D000. b PRAM[- P�R SCH[DULG
� ALUMINUN WINDOW
� ALUMINUM � OLA99 STORG�RONT BT9T[N
� v Reea�ewr nueeert e�se
� RtSILIGNT �LOORINO
� cew��c rne ��ooe�xo s wuNscor
� sricca nNisH��No n�e
41' ORAE DM
� ]6' GRAE CAft
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� TOIL�T 5[AT GOVER OIBP[N6E11
� PAPGP TOWGI D14PGN5[R 6 TRA9H RGG[PTALL[
� BOAP O16P�NS[P
� MIRROR
� 6ANITAN7 PPOOULTB RGL[PTACL[
� T[L[VIBION - LOCATION ONLY, N.I.G
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� APPLIANCC ' LOCAliON ONLT� N.I.C.
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� WALL-NUNO LAVATORY, 9[E PLUMBINQ
� SINK, 5[C PLIIMpINO
� [MGRO[NLT [YGWA4N STATION
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� PGNDANT LIOHT �i%TUR[, 5[[ [LGGTRILAL
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WALL TYPES LECsEND
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.ECsEND
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NOTES AR2 GENERA� - NOT ALL IT'.MS REFERENLE� ON SHEET A R C N I T F C T U RE
s a�rexroxc asee crv�u C R OU P
� FINISH GRADG ea fwb Cwrtw� dhr, BWee AI
(=1i GONCRETE PAVING �^�"'� �� ��a�
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Fu• ]lWPo�OeW
• ON R T -I6 STN �C*� �Rd I
�� SMOOTH GONGRETE, PAINT
0 LONCRCTE SLAB ON GRADE
4 M190W1Y
O GONLRETE MPSONRY UNIT
S M[iALB
0 M[TAL PAN STAIR SYSTEM
� RODP LAODPR
5� METAL ftA1LING
(37 ) COMPOSITE METAI DECK- SEE STRUCTURRL " '
(_6S� BRCAK METAL JAMB COVER
6 W000 6 PLASTIGS ��' N�^
L3� UPPPR CABINGT � LOCATION ONLT,N.I.C.
�� LOWER CABINCT - LOGATION ONLT, N.IL. wn Ea
L-Q� SHELV!NG - LOCAT:ON ONLY, N.I.C. r,. c.va�
�I�L L MOI6TlIR� PROT�LTION �� /"/^�
BUILT-UP ROOFING
�) ROOF DRAIN 6 DOWNSPOUTS •i\��F�
m INSULATION 0 STRUGTURE _
� ROOF HAr�H
� ft00F b JOIST 1 HR SPftATE� FIRE RESISTIVP 4ATERIRL
� 4 PLY ROOFING CLA55 B
� FIRE SHUTTER OVER �00R
! OOORB ANO WINOOWB
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(§�j LOIL:NG OVERHEAD FIRP DOOR - PER SGHCDULE
C�3) GOIL�NG OVERMEA� �OOR-PER SGH2O11LE
(3T� ROOF ACCE55 PANEI
<BT� �OOR 6 FRAME- PER SL4E�ULE
� ALIIMINIIM WI�DOW
�7 ALI1MINlIM 6 GLA55 STOREFftONT SYSTEM
rH� �
i GARPET
( 9f ) 4" RE51! 12NT AUBBER BASE
(� RESILIENT PLOORING �
(37 LFRAMIG TILE Fl00RING 8 WAINSCOT
(� R�4 LAY-IN CEILING TIL2
[Bq� 5'lILCO FINISH �'
.i 43" GRAB BAR Q
i0.3) 96" GRAB BAft ,
i0> TOILET PAPER OISPE45ER i�±
�O TOILET SEAT GOVER DISPENSER
� PAP2R TOW2L �i5PEN5CR 6 TRASH RECEPTACLE �
0� SOAP DISPENSER
O MIRROR
'�O SANITARY PFO�ULiS RELEPTAGLE �
+O TELEVISION - LOCATION DYLY, N.IG.
+� GaLIPNtNT I[PJGI LN01
� APPLIANCE - LOCATION ONLT, N.I.C. w �
11 PIIRNISHINaS �
O FURNiTURE �'..00ATION ONLT, N.I.L, �
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1) SP[CUL CONSTRIICTtON �
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(T� EpIIIPMCNT LIFi /��c. � a' (..)
5 u�rHANIGI- IR[P M[CX 6 PLIM�INO pR>WIN091 1�
' i�� MECHANICAL IINIT - APPRO%IMATE LOLATIOV ON'_Y iTi (y �
�WAT2R CLOSET, SEE PI:IMBING F•�� �y
WAL_ NL'NG IAVATORY, SEE ?LUMBING //� . �+
0 SINK, SEC PLl1MBI��G V 1 ^ � ro
(�.y) EMERGENLY EYEWASF SiAiION � f�'� 4D
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(T) PENOANT LIGHT FI%tURE, SEE E'L2GTRICAL � �
� DOWNLIGHT FI%TURE, SC2 El2L. I W �n �
0 OT4ER FI%TURE, SEF ELEG. �,�
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SEP 2 �i 2008
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� O � � � SERVICE FLOOR PLAN I = PA„T,a�-„F,�„, FRAMEo „,A��, SEE A9, _ _ — - -_
� � All 3/32' = I'-m' � e
'� I_ . FULL HEIGHT DEMISING WALL, SEE 5 -
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. HR FULL HEIGH? OEM:SING WPLL, 5`_E e � - -
I��„� — A91 vuen o. -"_--
f. �EIL:NG HEIGHT VARICS TO UNDERSI�C OF �[I ROOF STRULT�RC �� __ __
, I Z SLSPE�DED CLGS WILL COMPLY WI UBL TABLES 35-A,t6-0 6 16-B i��� — — I
LJ
� PLACEMENt OF LlGHT SWITCH SHALL BE MAX fi° AWA1' FROM STRIKE SIDE OF DOOR IN ALL P05518LE LOCATIONS /e � i
p WALL AND LEILING MATEfliALS SNALL NOT EkGEED TH° FLAME SPREA� CLASSIFICATIONS IN UBC TABLE B-B LEIiG�D _
5 ALL EXITS ARP TO BE OPFNABIE FROM INSI�E W!THOUT TF2 USE OF A KEY OA SP2CIAL KNOW�EOGE. �g
�f FIRE EXTINGUISHER
6 Ekl' SIGNS SHqLL BE LOGATE� AS N'GESSART TO GLCARLY IV�ILAT2 TME DiREGTION OF EGAE55 'RAVEL, NO A9�� A
POINT SNA�L BE MORE THAN 100' FROM THE NEAREST VISIBLE SIGN. E%IT SIGNS SHALI 9E READILY VISIBLE FROM �LIUMINATEO E%IT SIGN - PROVIOE EACH EXiT �OOR W/ AN /..� �•�
At:Y DIRECiION OF APPROACH
� ELECTRICALLY :LLIIMINATE� EXIT SIGN I� FOOTLANDLE MIN. � L�
, ). TRAVEL �ISTANCC TO E%li �ISGHARGE SMALL 02 LE55 THAN 100 FEET IN A SPRINKLEREO BIIIL�ING FLOOC LEVELI WI AN EMERGahCY BATTERY POWCRCO BACK-UP I -�— —
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-
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GONSTRUGTION NOTES
NOTES RftE GEN2RAL - NOT ALL ITEMS REFERENGED ON SH22T
1. 91T�WOIIK -19C[ CMLI
1m FINISH GRADE
� CONCRET2 PAVING
O ASPNRLT PAV:NG
Q ASPHALT PAVINCr
� CONLR�TE -ISCE STXULTIIRALI
�j� SMOOTH LONGRETE, PAINT
�T�j LONCRETC SIAB ON GRA�E
� 2%ISTING COVCRETE STAIR
4. N�50NRT
Q SPLIT FACPD CMU
� LONCRETC MASONRT UNIT
�. N�T�LB
( 9i7 METqL PPN STA�R SYSTEM
� ROOF LADDER
� M2TAL RAILING
(�) COMPOSITE METAL DEGK- SEE STRUCTURAL
m M[TAL RAILING
CS6� AWCOBOND
m 8R2AK MPTAL JAMB LOVER
6. W000 6 PLA9TIC8
(�.) [%ISTING WOOD STAIR
� UPPER GABINET - LOCATION ONLY, N.I.L.
(� LOWER GABINET - LOLATION ONLT� N.I.G.
(e+l SNELVING - LOLATION ONLY, N.I.G.
GIION
BlI1�Ti1P ROOFING
(-il�) ROOF pRAIN 6 �OWNSPOUTS
�� INSIILATION 1 STRUCTURE
�Tf) ROOF HATCH
Q) ROOF 6 JOIST 1 NR SPRAYE� FIR2 ftC515TiVE MATERIAL
(.7e.j 5 oLr ROOFING CLA55 B
B DOOR6 AN� WINDOW9
B�1 a%8 SKY�IGHT
O COILING OVERHEAp FIRE DOOR - PER SCME�IIIC
e.� COILINfi OVCRHPAD OOOR-PER SC1iGDULC
O ROOF ACCE55 PANEL
O DOOR 6 FRAME- PER SCNEDULE
� ALUMINUM WINDOW
� E%ISTING STOR[FRONT SYSTCM
e� ALUMINIIM d GLASS SiOREFRONT SYSTEM
ARPET
O 4" RESILIENT RUBBER BASE
�i RESILI2NT FLOORiNG
O CERAMIG tILE FLOORING 8 WAINSLOT
�e S� 2x1 LAT-IN GEIIING TILE
(�� 5T'JGGO FINISH
�� ALLA4 GLG. STSTEM
� .I 41" GRAD BAR
� T6" GflAB BAR
� OILCT PAPER DISPENSER
�� TOIL2T 52AT COVER DISPENSER
� PAP2R TOWEL DISPENSER d TRASH ftELPPtALIE
(i�d SOAP O�SPENSER
�00o M�naon
�� SANiTARY PRODUGTS RPC2PTACI.G
Li5 TCL@VISION - LOGATION ONLY, N.I.C.
� MFip� LOL[EAS- LOLATION ONLY, N;C
11 [O�IPMCNT i[I'I[1. L.N.OJ
m APPLIANGG - LOGATION ONLT,N.I.L.
ix. �uitu�swuos
� FURNITUR[ � LOLAiION ONLT� N,IC.
� w��voow rnenrMeNr
u svec��� consneucnou
14 �ONV T�COR 9YST[Y�
0 COUIPMENT LIPT
< MlCH/�ul[/�- L CP M[[H. 6 PLIIN�INO ORAWINa91
O MECHANICAL UNIT - nPPRO%IMATE LOCAT:ON ONLY
� DRINKINO FOUNTAIN, 5[E PLIIMBINO
� WAT?R CLOS[T� SEP PLUMBING
<i3:i WALL-HUNG LAVATOAY, SEE P�'_IIMB:NG
� SINK, SEE PLUMBINO
� EMERGENCT 2YEWA5H STATION
(t� DIFFUSER, SEE MECNANICAL
IE N'TRf A- IR � TRI- DRAWINGS
(ie.ii PE�DANT LIGHT FI%TURE, SEE ELECTRiCAL
(t67 DOWNLIGHT FIXTIIRE, SEE E�EC.
� OTNER FI%TURE, SEE ELEL.
�iCP LEGEV:.
u 1 � 1 FLU09ESCENT L16HT FI%tURE, SEE E�ECTRILAi
OO 1 x 4 FLUORCSLENT LIGHT FI%T1:9E, SEE ELECTRICAL
� 1 x 2 SUPPLY REGISTER, SE: MECHANIGAL
`l', 1 r 1 RETURN R6BIfi?�p *OEEM�OHMMIGAL ' _
." �}___ � � -
� E%:T SIGN, SEE CL2dTNICAL�' � � �������� -
_ I i�� r � �' LOo��
� ,� oF eu�un!Gn^���
-� •��in!ira�- ���: ,�,
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6RAPHIC SCALE
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ARCXIIFCTURE
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i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i ii
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I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I 1 I I I II
I I I I I I I I I I 1 I I I 1 I I I 1 I I I I I 1 1 I I I I I II �
Q e.ie ��
� NORTH ELEVATION
A3,0 3/32' = 1'-0'
z souni �vaTioN
A3.0 3/32' = 1'-0'
I_.____. . .___ l .....- _.__ _.... _._
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h3.0 3/32' = 1'-0'
�
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il
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< WEST ELEVATION _
A3.0 3/32' = 1'-0'
_ ��=�e
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.r.ONSTRUGTION NOTES WAGNER
NOTLB M[ O[N[RAL - NOT ALL IRMB R[P[R[NC[D ON SH[GT
6G[ SCH�WL[B� LGO[XD8 ANO DlTAIL6 POP ADDRIONAL INPORMATIUN �.� fE� t.Y'�
� [%19TIN0 PINI6H ORAD[ � � �� pM,� �
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� G'%ISTING MTL OVGRNUO LOILING OOOR
� �X�9T1N� �LAZ�H�
BUILDINCs NOTES
ORS M[ G[N[RAl
1Q PRONT WILDINO TO D[ R[NOVGD
Q1 RGFGR TO LNiI POR ORADINO R[OUIRCM�NTB
Q RGPGR TO 6TPIlGNRAL DMWING6 FOP AL1 FWNDAT70NS
Q RGMOV[ [%18TINB CANOPIG9 � EACK 0� TiLNP CUILDINO
TO A5.1 �OR N�W OP[N[N09 ANO SEE 4TRIICTURAL �OR INFlLL
!M[NT8 POR [%18TIN0 OP[NINOB
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o�
A5.0
� NORTH EL.EVATION � CL[AR ANO�¢[D ditf 0 Z o �
CL[AR ANO�iZGO 9LIDING eTOM1[FRONT DOOR9
A3.0 3/32' = 1'-0' � CIGAP ANOOIZ�O 9TORGFPUNT DOOR6
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o�
4 WEST ELEVATION
A3,0 3/32' = 1'-0'
coNsrRucrioN NOTes WAGNER
NOR9 MG OGNGML - NOT ALl ITLMB R[PGRGNCGD ON SMG[T
5[G 9CH[WL[9� L[O�ND6 AND D[TAIL6 POP AUUITfONAL iNPORMATION �� SE���
� CONLRGTG GURD P[R CIVIL
� PLANTINO PCR LAND9CAP[ � � �ay �
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� LING OF FINISH[D FLOOR EGTONO �� ���
� LING OP ROOP SLOP[ DCTOND �� ��'�
� CONCRGR 9U�- RCFGRR[D TO SOIL4 R[PORT POR NIN.
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PAINRO �RAL Y010 PUR[ WHRGI
� PRCGI910N ELOLK PAINRD �RAL BOfO PUR[ WHIR�
� IN-0' LMU WQL �PAINRD TO MATCM 5[RVIQ FlNI9N SCN[M�I
� STG�L COLUMN PAINTGD �RAL Y00 PAP7RU5 WNiRI
� NGTAL DCLK POOP W/ IPUNT[D ORGTI
�♦ PLT EITtIMINW9 ROOFINO OVGR PLT-9[G STAIILTURAL -M••••��<�� �•.
� � 9H[[T NGTAL PLA8HIN0- B�[ ��TAILS FOP 4P�C,
� CAP 9H[[T MCTAL �LASHINO-5[[ DGTAIL9 rOR SP[C. ��
� ALUMINUM COMPOSIR M�TAI PAN[L INATURAL AWMINUM�
� M[T/�L WALL M4CU PAN[L ww�q�Ep�
� DOWN6PoUT � �yr
� NM D00R AND DOOR FMM[ P�R DOOR SCHGWLG 4
� MR OVGRH[AD COILINB DOOR PGR DOOR SCHGDUI.[ «�
LA � STOR[FRONT PJ ��'�
� BMOOTH 9TlIGCO FINISH[0 WALLS OV[R 4T[[L PRAMINO
� [LL'GTRILAL WALLPALK6� 5[G [LLCTIIICAL
, ��„2.
BUILDINCs NOTES
��� � T� NOTLB MG O!N[RAL
1O R[FGR TO SGIIVIC[ MANII�ALTllRC4 OMWINOB �OR [OUIPM[NT LATUf1T
� Q RGRR TO CIVIL I'OR ORAOINO RCUUIPGMCNTB
/ v 4 QQ RGRR TO eTRUCTIIPAL DRAW[NOS FOR /�LL �WNDATIONB ry'.�1
/ / � QQ ORIOINAL DWLDINB GL[VATION �/
� Q ORIOINQ WILDINO �0 EG D[MO'D OIRLINt �J
_ _ — _ — — I �r-e we. L_.
� � I �1
i EX7ERIOR FINISH d COLOR LEGEND N
0 � � � NORS ARG GGNGRAL - NOT �LL RCNS RCPCR[NLGD ON SHGGT �
� ��� � BUILT-UP ROOFING- SPEGFICATIONS �
�
wrKx navNur�ai:
GONTRAGTOR SHALL VERIFY AN� IN6P[GT ROOP SOCBTRAR FOR ANY UNACCEPTADI[ �
CONOR[ONB P0.10R i0 STAXT OP WORK. � .y
� SOUTH ELEVATION ,,,M,r,,�,� JOHN9 MANVILLL SP[GIPICATION '4GNC �� �
A3.0 3/32' = 1'-0' � �,b �
HEICsHT LIMITATIONS � �a �
ra
AV[RAOG 70P OP LORE FOR THG TWO FRONT GORNGRS 0� TNG L0� AR[ Y02 � Z ii y
AND B44 iH[R[PORG TM[ AVGRAOG WOULD E[ l.IJ R[T �� �
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3 EAST ELEVATION �
A3.0 3/32' = 1'-0'
°� �._: d � L-
f `� � 2��'
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I,LGENU
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AC
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AD
BC
BdcD
BM
BW/F6
CB
C & G
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CPP
CO
CONC
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CY
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DESCRIPTION
BWNDARY
PROPERTY LINE
RETAINING WALL
LANDSCAPE RETAINING WALL
SUBDRAIN LJNE
TIGHRJNE
STORM DRAIN L1NE
SANITARY SF.WEF2 LINE
WAiER LJNE
GAS IINE
PRESSURE L1NE
JOINT TRENCH
SEl' BACK uNE
CONCREiE VAUFY GUTTER
SWALE FLOW DIREC710N
CATCH BASIN
JUNC110N BOX
AREA DRAIN
SWARE AREA DRAIN
CURB INLET
STOFtM DRAIN MANHOIE
FlRE HYDRANT
SANITARY SEWQ2 MANHOLE
SIREET SIGN
SPQT ELEVAiION
FLOW DIRECTION
DEMOLISM/REMOVE
BENCMAIARK
CONTOUHS
TREE TG 8E REMOVED
�BBhE:V1ATIUN S
AGGREGATE BASE L
qSPHAL7 CONCREIE LNDG
ACCESSIBLE �
AREO. DRAIN MA%
DEG�NNING OF CUR�E MH
BEARING & DISTANCE MIN
BENCNMARK M0�'1.
BOTTOM OFWALL/FlNISH GRADE (N)
CATCH BASIN N0.
CURB ANO GUT7ER N75
CENTER L1NE O.C.
CORRUGATED PLA571C PIPE 0/
(sn+oon+ w�xioR) (PA)
CLEANOUT PED
CONCRE'E PIV
CONSTRUCi or -710N PSS
CONCREIE CORNER �'
CUBIC YAR� PP
DIAMEfER PUC
�ROP INLET PVC
DUCIILE IRON PIPE R
EACM RCP
END GF CURVE RIAI
EXISl1NG GRADE RW
EIf VATIONS R�W
EDGE OF PAVEMEHT 5
EQUIPMENT SAN
EACH WAY SD
EXi571NG SDAIH
FACE OF CURB SHT
FlNISHFD FLOOR SPEC
FlNISHm GRADE SS
FlRE HYDRA4T SSMH
FLOW IJIJE ST.
FlNISHED SURFACE STA
FlRE SER�ICE L1NE STD
GAE S?RUCT
GAGF OR GAUGE T
GRADE bREAK C
HIGH DENSiTY CORRUGATED iEA/P
POLYETHYLEN[ PIPE 7P
FIORIZONTAL iW/!'6
HIGH PQINT 7Yp
HUB & TACK VC
INSIDE DIAAIEIER VCP
INVERT ELE�ATION y�7
JUNCTION BOX �y�
JOIM1T TRENCH ry, yti
JOINT UTILITY POLE µt,�
LENGiH
LANDING
IJNEAL FEET
�Ncni
LANDING
LINEAL FIFT
MAXIMUM
MANHOIE
MINIiAUA1
MONUMENT
NEW
NUMBFR
NOT 70 SCAIE
ON CEN7ER
OVER
PLANTING AREA
PmES1RIAN
POST INDICA70R VALVE
PUBLIC SEF2VICE5 EASEMENT
PROPERTY IJNE
POWER POLE
PUBLIC U1ILITY EASEAIENT
POLYv1Nri CHLORIDE
RADIUS
REINFORCm CONCRETE PIPE
RIM ELEVATON
RAINWATER
FIGHT OF WAY
SLOPE
SANITARY
STORM DRAIN
STORM DRAIN MANNOLE
SHE:T
SPEGFlCAl10N
SANITARY SEWER
SANITARY SEWER MANHOLE
STREET
srnnor+
STANDARD
S1HU4RIRAL
iELEPHONE
TOP OF CURB
iEMPORARY
TOP OF PAVEMENT
TOP OF PoALL/FINISH GRADE
TYPICAL
V[RTICAL CURVF
VITRIRED CL.AY PIPE
VEF7ICAL
vnn�
WAiER JNE
WATER 1AElER
� � �
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EASEMENT NOTE
ALL EASEMENTS SHOWN 7AKEN FROM
UNIT NO. 3
MILLSDALE INDUSTRIAL PARK
VOLUME 41 OF MAPS AT PAGE 46
BURIJNGAME. CALIFORNIA
SAN MAlEO COUN7Y RECIXtDS
AND PER
ALTA/ACSA1 LAND 11TLE SURVEY
PREPARED BY TERRAMARK
JOB N0. 33786
DAiED 06-11-OB
A CURRENT TITIE REPORT FOR THE SUBJECT
PROPERN HAS NOT BEEN EXAMINED BY LEA
& BP,AZE ENGINEERING, INC. EASEMENTS OF
RECORD MAY EXIST THAT ARE NOT SHONTI
(NJ THIS MAP.
�' SITE_BENCHM_ARK
SURVEY CONTROL POINT
SET MAG NAIL W/ SHINER
ELEV - 8.25
BENCHMARK N_O_TE
CITY OF BURUNGAME BENCHMARK N0. 327
LOCATED AT THE INTERSEC710N OF
,IIBRERI ROAD AND STANTON ROAD
EIEV- 5.07
�
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0 25 50 100
�_ —
SCALE: 1 "_= 50'
VICINITY MAP
NO SCALE
OYV"NFRS' INFOI�'MATION
owN�:
PE7ER PAN BIAW
2695 5. El CAMINO REAL
$AN MA7E0, CA 94403
APN: 025-262-330
hEFERH N('ES
7H15 GRADING AND DRAINAGE PLAN IS SUPPLEMENTAL T0:
1) TOPOGRAPHIC SURVEY BY LEA k BRAZE ENGINEERINC, INC.,
ENTTI.ED:
"BMW SERNCE CENiER"
1625-1633 ADRIAN ROAD
BURUNGAME, CA
DAIED: 7/31/OB
JOB;� - 2f10203
2) 517E PLAN BY WAGNER ARCHITECiURE GROUP, ENi1TLED:
�X-BASE"
7R25 ADRIAN ROAD
BURLINGAMF, CA
3) SOIL REPORT BY ROAIIG ETIGINEEFiING ENTI7LED:
BMW SERVICE CEN1Qi
1625 ADRIAN ROAD
BURLINGAME, CA
DATE: - 10/17/08
JOB� - 2174
4) LANDSCAPE PLAN BY XXX, k7JTITLED
BMW SERNCE CENTER
1625 ADRIAN ROAD
BURLINGAME. CA
THE CONIRACTOR SHALL REFER TO TNE ABOVE NOiED
SURVEY AND PLAN, AND SHALL VQ21FY 80TH E%ISTING AND
PROPOSm I1EA1S ACCORDING TO iHEIA.
�1�EF.T I�DE�
C-7 T1TLE SHEEI"
C-2 DEMOLI110N FLAN
C-3 GRADING & DRAINAGE PLAN
C-38 STORM WATER PLAN
C-4 UTILITY PLAN
C-5 PAVEMENT PLAN
C-6 HORIZONTAL CONTROL & STRIPWG PLAN
C-7 GRADING SPECIFICATIONS
C—B DETAILS
C-9 DE7AIL5
C-10 DETAILS
ER-1 EROSION CONTROL
ER-2 EROSION CONTROL DETAILS
NOTE:
FOR CONSIRUCTION STAKING
SCHEDULING OR QUOT�TIONS
PLEASE CONTACT GREG BRAZE
AT LEA & BRAZE ENGINEERING
(S70)887-4086 EXT 103.
gbraze�leabraze.com
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BE 3 FEET RMIUS.
re.°isions o�
2 SEE L4NDSCME PLANS FOR ALL FlA1MCNtK
LA'lOU71NtORMAl7C1N. JOH Nv: 2GAU2&3
3. SEE SHEEf C-3 TO VMERE BREAKS IN CURB UATE�. 10-77-U8
HAPPEN.
=cn�E r' = zu'
DESI(N Br BH
I•FOR NOTES AND LEGENDS pRnwN Er. .id
ISEE SHEFfS C-1 AND C-7.
SHEfT id5
PRELIMINARY NOi C_�
FOR CONSTRUCTIt�fV
� � �� � s �"EE7:
CAU'PION:
f. CONTRACIOR SMNl. CONTACT UNpptQ2WND 3ANCE AIIItT FOR LOCAi1p1 OF
UNDFRCRWND U71L1176 �T lEAST I8 HWRS PRIQi TD Cp1iQ1(i11FNT OF
cor+smucnw- anor€ feao) wz-zu�. cae�m�cTars sNnu �.xivv uL
ElOSTNG UTLLJll6 PPoOR TO BEqNkING ANY MORK ON 1NI5 41E.
2 RIE LOCAlION, 9ZE5 N!�/pE OEP1N5 Oi E)(ISTNG UNDF32CRWNp Ul1t1TE5 AS
9{OWN pl TIIS PUN MQtE OBT/JNED FftpA SOURCES Ci VMNNG RELABIIITY.
TNE CON1fUC10R IS CAUMMfD T1AT ONIY ACN�L IXCAV�lION 1MLL FlE�EI�L
TIE TYPES, Et1FlIT. 42E5, LOC�lIpiS MID OEPTiS OF AOi UNGEACRWN�
V71l1TES (� flEASCNhB'.E kFFqtT N�5 2EII1 MAOE TO IOCAIE N10 DF1NEAlE
N.L NNOMN UNDQt(wT]IIND U'111116). CONiR�CTOR 9111t1 YERIFY LOCAi1JH AND
pFPTH qtlOFt 1D ANv IXCAVATpI Ofl IIPROYFiApIT.
U�NER�L SITE NOTES:
1. CqtIRACTOR 41�V1_ N9T 1HE 9lE PPoOR i0 BIDpNG ON T115 MORK N!�
CON9DQi T/E El]SIING (%RIDIII(NIS �f1� 41E CpJ5R2I.N15 IN TNE BID.
CON.7RACTOR $XN.L BE IN 1HE FOSSE540N OF �Np FNYLIM 'MRi /�:L
APPl1CRBLE GO��FFMING �fi?ltlES STANDANO �EfNLS Afp �EqFlGlI0N5 PPoIX2
T[1 SUBYITIING OF � 90.
2/Jl Y.ORK IN T1E PUBIJG Iiip1T-Oi-WAY SHPI.L CONFOfII TO ALL APPIJCABLE
COl£RNING AC�ldcS STuiDI32D DETAILS h SPEqFlCalIONS
3. PPoOR TO BEGWNING MVRK. N!D nFiFR INITIN. HOWZOMTAL CONIROL STAKWC.
COtITRACTOR 91NL FlEID p1Eq( ALL ELlV�lI0N5 4MKm WT1 (� AND 0.EPOflT
M1Y qSCREPANCI6 (ilEAlIIt IHNI 0.05' TO 0'MEfi'S PRQECT MANAGER /JID
qNL ENqNQt.
4. N.L 6ENE]t/�1 N07E5. SHFET NOlES. �11D LEGQB NOlES FIX1ND IN TIRE
DOd1YFN1S ".JiM1 A7PLY iIPICMIY MRWCNOUT. IF INWIlSISTENCES ME
Fd1ND IN TE VARIOUS NOT�770NS NOIIFY 1HE ENqNfFA INNEDIAIl1Y IN MPoIIAG
REOUESTNG LLAPoFlCAIIpI.
5. iHFSE DRAMNGS AND lilf]R CCNIENT ME ANC SMN.L REId/JH 'IHE PROPERtt OF
� aHo �,� trae�stwc, wc. x��en�rn TMc �ao.�ci �oR wia nm7 nr�
PREPMED i5 D�CUIID OR NOT. MEY ME NOT Tp HE USED BY ANY PERSOt15
ON 07Nf12 PRQECIS OR IXiFN510N5 OF THE PIiQECT IXCFPT BY AGRmIFNT N
MWITNG AN� NITI APPROPFtl�IE COIIPQi5ATq1 TJ TIE QItlNEIIi.
6. NL NVRI( SH,Vl. (�MPIV MTV APPl1CABlE GO�ES ANO 1R/�DE STNIDMDS MNIG1
G0�4RN Gp1 RI/g OF MVRK NpLqNG. BUT NOT tlMllED T0. CAl1F0fINIA
AEp1ANICAL CODE CAl1FORNIR PLVYBIIIG CODE CALIF(MblIA ElECTfi1C�1 COOE
CI,LFVRNU Fl12' CWG C�LiRANS 51MlDI�R�S MD �EdFlCAlICNS, NIU ML
IPPlICn0.E STATE ,WD/OR LOCI�1 GODES .WO/Oft lEP3ATUN.
]. W{1NEllCDAE/1T OF MOftK BY TIE CONiR�CTVt NIO/dt N1Y SUBCONIRACTCIR
91P111N�ICA7E KNOMIIDGE AHO ACCEPTANCE OF Nl OOHqPpiS DESCRIBED IN
iHESE CONSIRUCTON DOCU4p115, OR DOSTtIG ON SIIE M1MCH COUID /�FFECT
ilik7R wditic.
B. DANACE TO IJlY ElOSTNG 41E INPRO�F]IEN15, UTUTES N!D/OR gRNCFS TO
PEMNN SHNL BE FE�dJ9BlE dF ME OONIRACTO(Y. CON1RACi0R 41NL 4EPNR
�w�/a+ REaua ix �nro.
B. CONIRACTOF SHML REPL�CE N1 SIRUCNR6 ANO CRATE 11D5 FOF V�ULTS.
C�iCH BA9NS ETC... N17N �E111WLAR-NA7FD 51RUCTUFFS IN ALL iRAFFiC
�CC69BLE MEAS.
10. 7ME CONTRACTqi SHAl1 ADJIISf TO FlNAL GR�DE ML EJOSIING N!D/IXt HEW
GANHOlES. dMB INIFIS, CAlp1 BASIN, VAI.YFS, YpNIMp1T WbfRS, AND Ol1ER
ASTNG$ WiHIH iHE MCRN ME� TO FlNAL GR,NE IN PA�FHENT NID LNlDSCME
NtEAS UNIESS NOIED OTHERM1g
11. CONIAACipi �GHFES M�T HE SMALL �SSUME SIXE ,WD CONPIETE
REV�p19BllJtt i0ft JOB 9TE CONDITONS WRING T1E COURSL OF CONSTRUCllp1
OF RIIS PR0.ECT INQUpNG 5/.FFfY OF ML PERSONS Mlp PROPFRtY TVAT iHIS
REWIPDIENT Slllll. APFLY COMlNUW4Y Mlp NOT lU pE IJMIIFD TO NORMAL
MOpI(ING Npr,tS NA iH�T T1E CONiRACION 91N1 DEFEND MUD/NIfY Ni0 HIXD
THE OMNFR. THE CONSULTNG El1pNkIIt ANO T1E qtt HMNIEA :ROM ANY N!D
iV.L LJ/9111"fY. REAL qt N1E4ED. IN COIINECTIpI M1T1 TE PENFORIIANCL OF
WORK ON iM15 PltQECT. IXCEPIIHG :OR IlA&lJtt Mi9NG iROM 1HE S0.E
NE0.14EMCE OG n1E OMNEIt OR T1E CONSULle1G ENtINffA.
12 WSIING PED6IRIAN WALKWAVS. BIKE PATN$ M!D ACCF59BlE ACC6$ PATIWAYS
91.41 BE YNNTNNm. MNQ1E FEA9BlE IXIPoNC CONSiNUCiION.
13. ff A CONFl1CT AfdgS BEINFFN 111E �EqFlCAlI0N5 ANO THE PIAHS NOlES, lHE
MORE SIRINCENi REWII�MENT 91/�l1 WWiM.
11. IN ACCdtDANQE M11H GQlOtN1Y ACCEPTFD CONSiRUCTION PRACIIQS, ME
CONIRACTOR iWl BE SIXFLY N!D COtlPLEfELY RE4+ON98lE iIXt CIXOIl10N5 Oi
iME .KIB 4TE INCLUDNG S�tt Or Nl PEASOHS MO PP.OPQ2TY DURING
PQ6CWYNiCE OF TIE NORI(. 1HI5 FEWIRpq�T YNL APPIY CONIINUW3Y ,VO
NOT BE U41lED Rl NOR4AL MptKMG HOURS.
15. iME d:tt OF 1HE FNdNEERS TO G1�HWCT COHSTRUCTON RENEW OF 1/E
COIITh`�CTOR'S PfRFOflA1.WGE I5 NOT INTENDFD TO INCLUOE RENEW OF 1HE
MECUACY OF TiE CONIRACTOR'S S/�FE'iY NEAANiES, IN, ON qi NEM THE
CONSIRUCTCN 91E
t8. IF]THER TXE FWAL PAYMp1T, Hpi TlE PROM40N5 IN THE C011TR�CT, NOR
PMT,V_ NOft El1TRE U5E d2 OCCVPNlCY OF 1HE PREIAISR 8Y ME ONNFF
91IJ1 CONSTNTE MI ACCFPTANCE OF THE MIX1K NOT pONE IN ACWf1DNlCE
'MllS iHE CON7RACT OR PELEOES T1E CONIRACTOR OF 11ABRltt M NE9'ECT 1p
AHY D(PRESS WARRMl71E5 OR R6Pdl98111TY FOR F�ULTY YATERIAL OR
MVPo<NNiSHIP.
1�. THE fYJIdTRACTOR SH.VL IiF1.EpY N1Y DE}ECTS IN MpU( AND P�Y Fpi ANY
D�l1ACE Rl OIHFA MVRN R6ULING THFAE FROM MHIp1 91N1 APPEAR WlMIN A
PFAOD OF ONE (1) C,LLtTIp�R YEM FltOH iHE D�TE OF FlN/�L �CCEPTANCE OF
THE MORK.
SITE FE;VCI_NG_.NQ1'�ti:
1. CONIR�CTOft SHNL PRO`ADE � CWSiRUC110N FENQ MWND iHE EN11RE MEA
OF DdO11110N AND CON51FlIClION, INC1UqNG ALL. STAqNC, STORAGE,
cor�smucnon arsice awo urooxe+ u�tis
2 FENCE LOCAlION N�Y BE ADJUSTED FROIi TME RI 11ME AS CONSIAUCTON
PROC�S TO IX0.UDE SOME IAEAS NTIERE CONSl11UCTq/ MORN IS NOT BE1NC
DOflE AND THF. AREA IS NOT 0&ECTION�BIE M NSUAL MPFIANlCE At ME
USCRf110N NiD �PPRJV/�L Of lNE DISIMCT STAFF.
3. L01lSlRUCi1011 FFNCE 41ML BE A MIHIMUM Oi � 6' Hlp! G/�LVANIZFD qINN IINN
FETICE M11H IPIDI MNGSCRIDJ FABRIC ON iHE OUISLE OF 111E FFNCE
♦. CONTRACiIXt 91ALL REPLACE TNE C1iEII! F�BRIC AT lEAST ONfE A YE�R Op AT
SUp1 A IIME AS IT BECp/6 TATIERm ANO UN9pIlLY DUE Rl MINO pt
CONSiRULTCN �C11NT6
HORIZONT9L COivTROL NOrPE:S:
1. CM112�C1CR 91N1 LAYOt1T iHE CONiROL FOR iNE 91E AS �ECFlm ON
HORIZ7NT�L LI�N�tOL SHELi. CONIRACTqi 91N1 CLEIRLY �T ANl MMN EApI
Of THE CONlR0. FOiN15. PROlEC11NG 111E PqNTS TNtWq10UT COHiIitUCTION.
2/�LL dNE]190N5 ON 1NE PLA115 ME IN FEIT di DEdNALS TiQtE Oi UNlf55
SPEdFlCN1Y CNAED OUT AS ifiT AND INGIES.
3 NL BUIfNNGS CAI\£M'�YS AND PAR1aNG LOIS APE TO 8E PMMIEL ,WD RIp1T
lWGLES TO 1HE BASIS OF BEMING$ lMlF55 IDEN71Flm OR CLEARLY SHOMN AS A
qF}ERQlT M'q.E
4. /�11 RETUtN pAdl N!D d1RB DATI, NiE TO FACE OF QIRB, UNLE55 O1HQ1Mig
910MN OR IPUICAIED.
PAVEMENT SECTION:
1. SiE S4FET C-7 fOR ALL PA1flIFHT SEClIONS
2 N.L P�NNG SH/�11 BC IN CONFOFYANCE MtiH TIE LAlES� EDIlION OF C,LLIRNJ
STRN�MD SPElN�1C�lI0NS
� NOiES AkE INTEI:6ED TO BE U9D AS A I,�HQtAL Q11pELNE
h1E RfTEAFNCfD SqlS FEPORT FCR THE PRQECT AN� W`AiNNG
�f,EllCT' CRMING ORqNAiaCE 41I11 SUPERgDE 1N6E N01E5. 1HE
SqLS D1qHEF3t MAY MAI(E CN-9iF. RECOYYp1pATONS WRING
4RApING OPQUPCHS.
DEMOLI'CION NOTI:ti:
1. GONTRACIOF IS TO COMPLY N11H N.L CENEA/�L IND STA'IE REWIqEA�1T5
E
INYOLNNG iHE PELOVAL NO qSPOSAL Of MAZARpWS M�IFAIAL(S).
2 TE CONiRACTOR SH�LL. LOGAIE M1D CIEARLY NMK (AND iHp! PRESERVE
TlESE MARKEFS) FOR iHE WFATCN OF CONSifiVCTlp! Of ALL TELEPMONE,
DATA, SIREET U4TIT, 9(iNAL UP1T AND FONR FAqUTES TiAT ARE W OR NEAH
TE NSI OF COHSiNUCTION.
7. CONIFAGRR'S &D IS l0 INIXUpE IAL NSIBIE AIRFACE M!D /�l1 AIBSURFACE
FEANRES IpFNTFlm TD BE FldOYID Oit �BANDp1m IH TIEg DOp1YENl5.
4. Tff CONIR�CIOR 9iN1 BE REE�pl9BlE FOR A 91E INSPECTp1 10 FULLY
R
ACKN0�1lEDqE TIE IXIFNT OF THE OENqJlION MVfac.
S. TE COHiRACTUt 95ALL BE flE5PON4BlE FOR OBTNNINC ANY ANO �l1 PQMI15
MEQSSV2Y FOft plfROA[HNplT, GflMYJG, OE)IQ1110N. AND SrAIE .URISDICIIONS
5. 11E CONTRACT9q 9i�LL1 PAY ALL FFFS ASSOtlAIED 1MlN DISPOS.�L OF
NAhAI/iLi
]. B�q61LL IJL ClPRF590N5 PND 1RFNCH6 FRW DddJTp1 Of Fq/NDAt10N5 Q
UT11T16 ro 7HE SA71gAC110N 0: TXE CEOIEQINICAL EHqNEFA.
d M11NIN 1IM115 OF 1WRK, fm/0�£ WRHS WTIQtS, UNDSCAPING 9CN�CF. 1REE5.
SCM1B5, ASPHALT. VNDENGflWND FPES, EfC. A$ INOICAIED ON TIE PLANS M!D
SPEdFlCAlId1S
9. NWOVIL OF UNDSCMING SHALL INpUDE R0015 u1D ptGu:IC MATFAIM,S 1C/
1FE SAlISFAClION CF IHE GEOIECMNCN. ENpNEfl2.
�J. PPoOR TO BEpNNlNG DpApJlION NORN AGIINTES, GCW1RAGiCR Sl1ALl INSiAII.
EA090N CONIROL MEASINES OUil1Nm IN 1HE Q2090N RAN h DEfNLS.
11. llf CON7RAC11%t S1RL1 MAINTNN Al1 SAFEiY DEY1Cti5, /JIU 91N1 BE
RkSPONSBtE Fdt CONFIXtMWJfE R1 Al1 LOCN. STA7E NJD FmQtAL SAFETI
Iu`D HEALSH $TMIDNNS UWS M1D REGULAT011S
12 TE CON1NACiIXt SNF11 �ROTECT iROM DMIA4E RLL DOSIING INPROYflAFN15
FAdIJ7ffS IJ10 51RUCNRES VMipl ME TO REM,VN. ANY IlE]AS DM1.iCII] BY iHE
CONiRACTOR OR MS �(flITS OF N!Y IlE1AS REHON71 FOR HIS USE SHALL BE
� UCFD M EWAL dt BEf1ER CCNdTON PS APPitO`hD BY T1E ARdiITECT OR
OMIER'S REPFESEI:TATYE
1J. COORDIN�tE N1Ti ElECTR1CP1. MEq1ANICAL LRN95C,WING ANU AR'.]iIlEC7UR/.�
DRAMINGS FOp UlIIJ1Y SHUT-DON1V / dSCWNECT LOCA710NS CONiRACTOR IS TO
SFNT OfF N.L UT1111E5 AS NECESSARY Vfidt ttl DDAOl11I0N. CCN iRACTOR IS TO
COORDIN�IE �RNCE INTFRfM1lPTONS MIT1 THE �G1410PLV / OMNQt. DO NOT
wTEARUPT SERnC6 �pJqCIIVT OFF-9TE ONNE/tS �VSO SEE �RGIIlEC1VRRL
PI1NS FOR ADql10NAL DE]IO11110N SCUPE CF MOfd(.
1L. ,Vl NAIEPo,LLS 1D PE DF1ApJ5Hm N!D R�A0�4D 9/NL �WME hIE VRO�QiTY
OF 7HE CdITRACIOR AND 91ALL BE IAMFULLY d5PO5m OF OfT-91E
tiI(.N1NG _:1NI) _S'I'RIYING _NOT�ti:
1. NL 4GNING AND S7XINNG 10 BE PQt C/.L1R/JJS ST/JAARDS UNLESS NOIED TO 9E
rrx arr srnnoums
2 Nl 9p15 FOR MOTtM215T pREC11qJ5 91N1 BE MEf.LL M11H BFADED REFlECTI�£
PNNT. A1PPOpTNG �IS SIALL BE ]-I/]' DIAMEIER GALVANIIID %PE C�SI INID
A 10" qMl[IER BY 24' OFFP CONCREIE FWTING BOTfON Cf 94N 91M1 BE l2'
I,BO`.E FlNI91 CFAU� UtYESS NOTED OTIERNIg.
3. M11EAE 1NE FO110M1NC SYAIBOLS OCCUR pl TIE DR�WNC$ PRONUE T1E SPEqFlm
SIGNMC N1D/OR 51RIFNG.
MV �ONDE A VMJ ACCE59BLE ST.W. N1T1 BOTI VAYflAplt Y.1fiqN45 NIO
FREE-SfNIDING 9C11 A$ IDENTFEL IN OETNL
� PPONDE CRL1Ru15 TWE IV(L) (RSP A2u)
� PRONOE CALIRAHS TYPE I�(R) (RSP AiM)
STOP PS1LP OM�RKERDE : 10' lA4C NHIIE 11NE W/ CALTRANS A2!D
FRtE WIE - MUST BE PMN1ID REp M1T1 'FlPE I,WE NO PARKRl4". 3'
•<.�•... ..•..• H�QIT MHIIE LEfiFSt EYFRY 13'.
I_AkTHWORK ( t� �.ANTIT�=_ NO'1'F.ti:
1. THE CONTRI,CTOfi IS RESPON9�E FOR pG1ERYINING THE WANiIPES Of NL
FORuS OF EARTHMGNN ON iHIS PRJ.ECT ANO BAANG TIE BID QI MOg
IXIMITIIIES M1TH FlJLL KNOMLEDCE TMAi PDDITON/,L PROCESgS - INCLUqNC
ENpNEDiING - N!� OUAN11116 ARE PL50 10 BE WQLDm IN ME Bm PER iHE
iq10WNC NOIES
L iHE CON1RnCTOR 91.LLL MAKE �N INIilA1 pEIFRMINAlION Oi 1NE W/JIIITIES.
9I.S1D ON n �ETnILID 91E N9T. ME TOPIXRMHIC 91R�EY, TIE (�.OIFCHNICPl
REPOflT, TIE FlNI91 GRADES 910MN ON MEg MIRNINCS, TIE 9ZE nN0 IXiENT
OF FOOTIHCS, 1ME PREPNUTON ANO IARIERINS USFD fOR BUILDING 4AB5,
P�YFLp1T 2C110NS �NO ME 4ZE AND DEPTH OF UTUtt 1RENq1E5. INCtLqNG
T1E I11111TY CONiRACTOHS �NTdPATk71 RE-USE OF EIOSIING MATERIIL FIXt
B�pfFlLL IF INY.
S. THE CUHTRACTIXi 9i�V1. MEET 1HF L�NIES `3�0`M� ON THE DR�x1HC5. /�UJUSTNG
THE �HWNT OF IMPIXtI Oli EM�ORT AS REpIIAED TO 00 50. NO �SSUMPl10N5
SHWID BE MiDE �BOUT 1HE 91E BNAN4NG. NO MJUSIYFNIS TO ME CRADE
SH/.LL BE VER4111m UNLE55 SPEqi1CA1LY APFFOYFD BY TNE MLH/bJCR N
MRITMIG I�iIFA lNE IMP�CT OF ANY pVApE p1�NCF5 (IMPI,CT TO RAMPS, ST,W$
MOFK BY OIHEAS. EfC.I MAS B@! 1HORWCHLY RENEMFD BY ME ANCH/B1CP.
M11p! PREPMINC 1HE EAR1HNCqK BD$ DO NOi ASAIME ANY d1ANCES TO TlE
FlN191� GflADES SIIOMN ON ME.SE DIi�N1HG5 M1LL BE PEHMITIED.
Nf'fPJ M:11N7'I?NAN('I?:
1. RDAOVE ALL DIRT. (RAVEL RUBB�SM. REFUSE, AND CFEDI W�S1E iROM S1REEf
PAYfIAENT AND STCftY pRA1N5 MJOINING RIE SiTE 11MIT CpIS1RV(:TON ACC£SS
RWTES fMTO THE 41E AND PUCE CR��fl PADS AT iNESE LOCATCNS DO 1101
DR1VE �ElIICiES IJ1D EW��ENT OiF iHE VAND OF CR�YIIID AREAS DUPoNG
v�r v�r,nicr+.
2 S� OR V�CUUN iHE SiftEfT P��41AEN1' AND SIDEW.VHS �DJqNWC TtE
PIiQEGT 41E N1p 1HE pl-91E PA��FD AREAS p1 � D/JLY BA515. SGRAPE
GAIUD-ON MUD AND DIRT FRqA iH� MEAS BFFORE SMEFPING GGRtEFS AND
HMD l0 RFl�pl ME�S SHAIl 6E SMEFT MNIVN.LY.
`1. CpI1RAC10R SHALL C�T1ER KL CONStRUCt10N 11EHRIS W A REIXILM BA515
MO pL.�CE IT IN R OUYPSIER dt O1HEN CONT,VNpi 'MIICM IS DIPTIm Oft
REIAOYID ON A REGUINt 8�95 NHpI A(+PROPRIAIE, Ug TMPS 011 TIE tltWND
1D WLLECT Fl,l1EN pEgPoS OR �UTIQtS TIAT COUID CONTRIBUIE lO SIORM
W�16t RUNOFF FO1L1110H.
�. IF hk' SIfVEET. 90EWALKS AIO/OR PMKING lOT AFE PpS51NtE WA9iED. UEBNIS
MIIS� BE 1RMPFD AN� Gq1EC'IFD 10 PRE�4NT O11Rv INTO T1E STMM IXi�IN
SYSIE/A. NO QENlING AGQlT MAY BE pSQiMCfD INTO TIE STptM ptNN. IF
ANY pEANING AGQIT OF DEGREASFA IS USED, WASHm WAhA MUST BE
COLLECIED AND DISGIMfED TO ME SANITARY SEMER, SUB.ECT TO 1ME
MPROVAL OF TIE OMNEA"5 PR0.ECT MANA(�R. OR 0111ERM15E q5PO5FD OF
i1RWd1 MPROVED D15P05/�1 AtETi0p5.
5. G9E�tE A CONTNI$D AND COVERm MEA ON lHE ATE Fpi ME STOR�Q OF
BAGS, CpIDlT, PNNiS, pLS, FFRTIJIDtS, PESTpDES, OR OINFR NA'IFJtlA1 U3D
01! TIE AlE iNAT HA�E THE POIFNIIAl Oi BONG WND-BLOMN OR M T1E E`�ENT
CF A NAIERIAL SPILL
B. NE�ER CtFAN Y�p11NpiY, EWWMFNT IXt TOIXS INTO A STIiEkT. WTfQ1 OR
S101bI DflAIN.
]. p1911tE 1HAT CDIF'NT iRUQ(5. PAINTQtS. 012 SNCGO/PUSIEIt FlNISMINC
CONTR�CTptS DO NOT q$CHMCE W�551 WATER FRpA EWIPMENT, TOOL$ pt
RINg COHTNNFAS INTO Q117ER5 OR DRNNS.
8. PE CN-51F. S1DRY DRAIN F�GIJT6 SMNJ. BE GLEMlm � MINIIIUY OF TN10E A
1EAR A$ FULLOWS IMMEpRiFLY PRIM TO OCTOBEA 131H ANO p10E IN JANUAftY.
MDITONPL QENIWG 4nY BE REp.11HED IF GWNU NECESSARY BY TE qTY
ENdNEF..AT/iNSPECTON. CONIRACTCM2 91N1 BE R6PONSIBIE FOq COST
ASSOGlAiD YA1H CLEANING.
9. PRE�4TlT WST FROM LEAVING l�E 91E .W� ACCUMUlAl1NG ON PD,NCENT AREA$
.s rsEwin�n n+ n{e ousr awma Notes or� n�rs sN�r
10. WIE�FNf $EDIYENT L1pEN SfI1RM NUN-OCF fiibM IFANNG iME 51E OR DlIEPoNG
S"lO:e� DRNN CR 5/,HITMY �NER SY51E]IS /S ftEWIREp IN 111E Qi09p1 Mlp
SEDIYETITATp! CONIROL NOlES ON 1HIS 511F[T.
il. MNNT,VN OUS7ING IAEFS AND PLW15 T1AT ApE TO pE]INN AS PEWIRm BY
Tif 1REE AND PIANT PROlEC110N NOTES ON 1HE SHEET.
UhAllING ANU EAR'PIIWORK NOTES:
1. ALL PA�ED �RE�S .WE ip 40PE �T A MININUM OF I i ACCE59BlE STN15
AND LOADING Zp1E5 ME TO SLOPE AT � MAqNUM Of 2S IN ANY qlECTlpI AND
ACCESS&E P�TIWAYS ARE TO SLOPE AT A NAfONW OF &l3fi MiM A MA%IMUM
CRDSS AOf'E Oi" 2 1[ ANY MEAS pl T1E 41E NOT CONFORAIING Tl] 1NEg
BASIC RULES WE TO 0051ING Cp1d110N5 OR qSCREF/JlP6 IN TIE DOCUYENIS
APE Tp BE REPORiFD T OTlpi ARpi11EC(/ENtlNEIIi PRIOF 1p PROCFIDING M1T1
�ORMWORI( FOR QIRBS NA/pt M1MIX2K.
2 CON1RAClOR 91ALL DEIERNINE EMTIWORK W�NTIll6 BAS1D OH TIE
TOPOCRAPHIC AIRYEY. iXE SqlS INV6TIGAllp1 M!0 1HE PRCPOSEU SURFAf�
4AM6 ANU BAg TIE BID �CCORpN0.Y. ANY DIFFIItE1lCE5 9ETMm1 TIE STAIE
IN MH1q1 ME PRQECT 9TE IS OF11YElim 10 THE WNTRACIOR AND MEE
DOq1YEN15 9iWlD BE NOIED 10 THE qNL QlQNFIIt
}. IJl FlLL SHNL BE Cplp�ClFD PQt TE GONSiRUCTpI SPEOFlCATIONS AND THE
CONiRACT(W SHALL COORWNATE u1D CpIPLY MT1 1HE ONNERS TESTING �GdCY
l0 TN(E T/E MPROPPoNIE lESi TO 4IIdFY COMPAClION VNLES.
4. INPORT SqlS YUS� 4EET THE REQIIRDAFNIS CF 1ME SqLS REPOItT N10
SPEpFlCAl10N5.
5. COORDINAIE TNE FUCDIETlT OF ALL 9.EEYES FOH LANDSCPPE IRRIGATON (WA1ER
,VID CONiROL MIPoNG) �NO STREfi LIGHTH6 PPoOft TO T1E PUCE1dENT OF IJ1Y
ASPMALT. BAgROG(, Ofi OONCAEIE $UflFAqNC. SEE LANOSCME AND 91E
E1ECiRICAL DRAMINCS.
6. W NOT AD.NST GPADES ON THIS RAN 1MTHWT PRlqi MRITIQI APPROVAL OF
QlpNEIIi
J. $POT f1EVATp15 ARE 10 FlNI31m SURFACE
& lOP CF CONCflEIE WRBS NtE 0.30' /90�.E TOP OF P�NHG ElEVAM1N5, L.N.O.
B. Rd)pl CRAqNC TO BE N1MIN 0.1' A/D FlNISH GR�DES ME TO BE N1T1 IN 0.Q5'.
10. AFIEA STN(WG FIXt HOPoZONTAL C0111ROL CONTRACTIXt SM�LL. FlF1D CHECK Al1
ElEVAl10N5 MNtIffD NITI (E) AND REPOftT ANY qSCPII'ANq6 QiEATER THQI
o.os� ro u+a/Q+ca.
11. ALL. E?]SIING U11UTY SiRUCNRlS NITHIN iHE MEA OF MVRK SHM1 HA�E T1E
�S +�A1E5. CAVERS E1C. �DJJ5IED 10 BE FLL15H MIM FlNISFfm GRMEi,
CONIRACTd2 SHML IOEIITIFY AIL SUdf IiDAS BY Ug OF TIEE� PIANS /,ND
1NOfiQ1(kl FlElD IN�ESIIGATON.
12 GEOTECHNIC�L CONSUIT,WT 10 BE NOTFlm OF pE1JY4RY Of AlL IMPdtTFD SplS
10 SIIE FOR HIS/HQt INSPECl10N N!D MPROVI�1 PRIOR TO GLAONG BY
CONiRACTIXt.
1]. THE'F SPEqF1CAlI0N5 AND PPPIICIBLE PlANS PQ2TNN TO AND INf1LDC Al1
9TE CRIDING AN� EMiHNOfU( ASSOpAIED M11H liE PR0..ECT INIXLqNG. Fri1T
NOT L1MIlED TO Tf1E NRNI911NC OF Al1 L1BCA, TOOLS FND EWIpYENT
NECESSMY �OfV 91E q.EARING AND QtUB&NG, 91E VRmARATON, qSPpSAL OF
IXCE4 OR UNAIITABIE MA7ERI/y SIFtlPPING, KE11NG. IXCAVAlION. O�EA
IXCAV�TpI. RECOMP�ClION PftE➢/JtAlION FOR SqL REC�NNG FlLL, PA�F]IQIt,
FpR10Alld1 OF SUBS, D(CAVATION, IYPoRTATON Of ANY REq11RED FlLL
MA7Ela/J.. PROCESSING. PUCf1OlT N!D C041P�Clld! OF FlLL AND SUBSIDIMY
`MIRK NECESSARY 10 CpIPIEIE TIE GRADING TO COHFpiY TO ME IINE$,
GRIDING AND AOPE S10MN p1 1HE PFO.EGT fRI�DINC R1.NS
ta. ML FLL u�1WAL5 91�41 BE DEN9Flm 50 AS 10 PF.ODUCE A DEN4TY NOT
L65 TIAN 901{ RE].AThE CONPAClION BASED UPON ASIM IEST �ESI4NAlI0N
UISSI. FlE1D DEN9T! TEST NILL BE PERFqiMm IN FCCORDANCF M1T1 AST11 lES1
DE9GNATION iB22 NID 301]. THE LOCATION AND FREWEIICY OF TIF. FlE1D
DFTl9fY TEST M1LL BE 0.5 DEIEIMIINm BV THE SfAL E]1qNEIIt. iHE R611L15 Oi
TIEY IES� /J!U CpIPL1ANCE NITi TIE SPEpFlCAilONS N1LL BE 1HE BA45 UPpI
MHlpl SAlISFACTORY CpIPtE110N OF 111E NCRN N1LL � JUDGED BY TNE SqL
pIpNEIIt. ALL WT Mlp FlLL YOPES 91Ni BE CONSlRl1ClED n5 410MN ON
PLINS. BUT NO SIEEPQV n�u+ Tro �z� HanrzowTu. m one �il etnncw
15. T1E CONTRI.CIOF CVnLL OE RFSPON9BlE Fpi TIE SAl14�CTCR�I C(lY%Ei1011 Of
Al1 ME EARTHMilM IH ACCORDANCE N11H 1HESE PWIS AND SPECIFlCAllpli NO
DE�AATON FROII TMESE SPEqFlCAPCNS 9fA11 BE MhDE IXCEPi UI'p1 MRITIEN
APPROVAL BY ME SOILS t?l(]NEIIt. BOTH WT AND FlLL MEAS 41ALL BE
wrsrnce cou�m ro nic v,nsr�cnon as n�e sa�s waHEm nr n�e
CCfIClU40N OF ALL GRPDING CPQtAlICNS AND PPoON TO FlN�J. ACCEPTANCE T1E
CCNiRACTON 41A11 NOIIFY iME ShcS ENQNEIIt �T IFASI TYq (]) M'Xd(ING
DAVS PPoOR TO DdNG PNY 91E CRApNC AND ENtiHMOPK IWCILqNG CIEAPING.
STORM WATER POLLliTIONS PREVENT[ON kEQUIREMENTS:
1. STORE MANDIE. AN� DISPOSE OF CONSIRVCTION MATkRI/d5 /J� WAShS
PROPERLY. SD AS ttl PflEYENT IHOR CONTACT NI1M SiORMW�IEA.
2 CONiROI AND PRE�ENT T1E DISCXARCE OF ALL POIEN�AL Pq1UTAN15. INCLUDING
$OIJD WA57E5, PNNiS, CONCREIE, PE1Rq.EUM PROpUC15. d1flA1CN.5, WASH WA1fR
OR SFDIMENT. AND NON-STORNWAIER pSCHMGES N STORM DR.VNS A!D WAIER
COUR3S.
1 Ug SEDIMFNT CONiROL IXi FlLIRAl10N lD RE1104E 3JINFHT iRpA DEW�IFRIHC
EFFILENT.
4. �VOU ClE/JIING. NELNG. OR YAMlTAINING YFHIQES OH 91E IXCEPT IN A
OE9p1�TfD NtE� IH NNpI RUHOFF I$ COHTNNm NIU TRE/�IED.
i OELNEATE CIF.ARNC uY11S. EASp1EN15, SE18Ap(5, S�?14flvF Ofi CRIIICAI AFEAS.
BUFfER ZONES. 1REES MID dSCHARGE COIIRSE WM i1F1D YI.Po(FRS
8. PROTECI IDJA@!T PHOPEAPES NID UNDISNRBm A��S FRW CONSTRUCPp!
INPACTS U9NC YEGEf�TYE BUFFE/t S1RIV5, gDIbENT BAFPoQtS OF FlL1ER5, DINES.
D
MULGIING. IXi OIHEA NEASUPES �5 iWPROPRIATE
"I. PFRFORM CIFARINC M!D EARIH MONNC �CTY1116 WRING DRY MEAIHEA 10 TE
M,WMUA E%1dT PRACTCI�L
fl LIMIT AND PME APPl1CAlI0N5 OF PESTdDES ANO FERTILIZFAS TU VNEY4TIT
POLLUIED fiVNOFF.
9. 11NIT CONSIRUCTpI �CC65 ROUlES ANO STABIl1ZE OE9GNAIED �CCCS POWTS.
10. AV010 iR�CqNG qRT Ofl NATEFtl�LS OFF-91E; CLE41 OFT-SITE PAVED �FEAS
AND 90EW,W(5 U9NG qiY SMEEFPING NEMODS TO 1HE NNOMUM IX1FNT
%i�CIICAL
11. Al1 CONSi1iUCTCN ql OFF-41E IUFROKYFNIS SMNl Ap1EPE TO BEST
YANAGF]IEHT PRACTICES 10 PRE�411T DElEE1FRIW5 N�TERIALS Ofl POLLLTMli$
Fltpl DlIEAING T1E tlTY OR CWNtt SIORM ORNN SY51p1.
12 SMFtP All Q/TTERS �T 1HE D1D OF EwCH MORNING OAY. q1T1ER5 91ALL BE
NEPT GEIJ! �F"IFA ILANNG CONSIRUCTION 9TE
s�roEt� nr,�iry tio•rr;s:
t. N1 5[ORN DRAIN PIPE SHAIl BE P�C SDR 35, SLCPm NT If[ UNLESS OMQtM1SE
SPEpFlm p! TIE PL415. PIPE SH,LLL BE 9ZE.D AS =PEtlFlED GN ME PL,WS /J1
dPECPpi CHAN�2S 9fALL BE MNDE M1H R MHY CCNNECTON pi LONC SnEID
E1BOW5. REGULIR E1BOW5. AND IEFS 91q11D BE nVqOED.
2 USE DETECTMIE NETAIJZED WARNING TME RPPROXIMA7E 8' BELOWRIE 9JRFACE
T,WE 91A11 BE A BNIGNT COLOfl AND IMPRWTED N11H 'CAUTON- STqiM DRNN
L1NE BFLOW, CNPICO TWE � OR EWN.
3. �l1 iFRHp1E5 91A11 UE BAqffILLID PFF 1HE SPEGFlCA710N5 1M1H MPROPRIAIE
1E5T BY TIIE CEOTEpINICAL QldNFEA TO �£RIGY CO4PAClld1 V/,lAIES
s. PRIVAif STdtu auN LINE 8-INp1 7HRWp1 12-INp1 NiTH lESS 7HFl! 3 FEEf OF
CA�£R IN �E111CU1/Jt 1RAFFlC AREAS SH�LLL BE POLri1NYL pILORIDE (P�C) C900.
RAIED 150 PSI fUG RVE
3. ALL DOYM SPWTS SMnLL DISCNMCE pRECiLY ON TO ADJ�CENT IYPQ2NWS
AIRFACF$ OR 9'USI BI.Op(5 UNLE55 OTiE7lNISE NO�F.D ON P11NS 4F
MC1111EClUNE PLNlS fOR IXACT LOCAlION OF 1HE DONN SPW1S.
SANI'CAttY S�WliK NOTES:
t. IN5iN1 �E7ECTABLE NETNJgD WMMNG TAGE MPRO%IMn1ELY 6'-1Y BELOW
TME SERNLE IN NON-0A�ED MEAS �ND AT TIE BOITAI OF BA�ROCM FOR
PA�ED MEAS. GREpI IYPRINIED N1T1 'C�V110N- $ANITMV SEMEA UNE Bk10Y(.
C/dP100 TYPE 1 OR EW�L.
2 Nl �NQt MORK SMN.L BE IN CONFORIIANCE N11H TkE qTY.�iDMN OR
APPROPRIAIE SANITMY SENER qSRICT.
3 PUBl1C �VA PRIV�TE SANITMY 3Y�EA YNN ,WD $ERNCE 11NE �-INp1 iNPp1Q1
B-INUV SHN.L BE VOlri1NYL CHLORIDE (FYC) SDR 38 SEMFR PIPE
♦. MHQff CCNNECiION IS Rl BE MApE 10 AN IXISTNG SEMfA OF SIRUCNRE SAIO
F1U511NG SEMII2 OR 51RUCNFE 91ALL BE UNCOYIItm AND piECKm FOR
LOCAPdI N!D EIEVATION PRIOR 10 STNCING NEW SEMIIt CEP1N AHD
LPCAlION. RNY DISCFFPANCY BEfM@i IHE PlANS ANO T/E FlE1D
INFORM�TON SHN.L 6E REPORIFD IMMEDIAIElY TO h1E QNiNE6i.
5. MINIYUM 40PE FOR 4TE SANITNtY SENQt PIPFS SHALL BE WNRENT UPC
REWIRELQltS:
s" 2x
6' I1f
8" d LM(�t 0.5x
8. .V.L UIFRALS SHAIL MAVE A QFaNOUT AT 111E FACE OF T1E BVIIpNC Mlp qT
n�e raccennTr ux�. �s sxorM ar� na vuns u�o am n� an/rovM
ST.WDMOS M APPROPRIAIE SANITMY $ENER pSTPoCT.
G�NERAL [JTI_L_ITl" S7_STF.;�7 N01'I;S;
1. P11 TRENp16 41�LLL BE BACKFlLLID PEp lHE GEOTEp1NICl,L QIGNEIIt
HECCWYENDATIONS.
2 CIEFN WtS. CATCH BA4NS AND /JiEA DftNNS /�RE TO BE RCGVRATELY LOCAIEp
BY iHOR REL/�TON411P TO THE BUIIDiNG, Fl.AIMIX2K. ROOF OPAINS, AND/Ofl
CURB UYWT. NOT BY T1E IiNCTI OF %PE �EqFlm IN TIE DR�MXIGS (MHlpl
5 MPRO%IMAIE).
3. CONIRACTOR SHP11 $TAK[ LOCaTON OF nBO�E CRWND U1111TY EWIPMENT
IBAdCFLOW PpE�EHTqt. $A1E1111E DISN. 7RANSFOIUIEIt. GAS NE1FR. ETC.) I.ND
4EET MIh1 OMNOi TO HE`AEW LOCAllq1 PRIOR TO INSTALLA71p1. VLApNING
DEPMiMpIT MUST SPEdFlCI�ILY �CPEE N11M LOCATION PRIOR TO PROCEEDING
MTI 1HE INSTALLATON.
1. CpI1RAGTOk S11ALL PRQ'ME AN ACCURAIE CONPOSIIE UtIl17Y PIAN iHnT
T�N6 INIO �CCWHT T1E �CNhL LOCATON OF DOSTNC UP1J116 IS
DEIERMINm DUPoNG 1ME DQ10L1TION NORK. 1HE UlIlI11E5 Sl10NN ON 1HE QNL
DRANINCS. AND TIE SIIE PONESi, CONOUITS AND 11pITNG 910NN ON THE
FIECTRIC/�L PLANS 1HE FlRE SPRINKLEIi SYSIFL 4V/.LL BE INf1L0E0 AS
I1E9GNE0 BY 1NE DESICN/BUIID UNDE/2CRWND 1lRE �RINKLFR CON1RAClOR.
5. CCMPIiIE SVS-hJ/5: M1 UlIl1TY Sv51EN5 PAE �ESINEAIID IN A SCT1dAPC
YAHNQE ON THEg GL4N5. CONIRACTOR IS TO PIiONDE �LL FlT11N�S,
ACCESSONIES, ANp NIXtN NECFSSMY TD COMPtEIE 1HE Ul1UTY SYSIf?I 50 1XAT
IT IS NLLY FlINCTIONING Fdt lIE WFPOg INIFNOm.
6. IINpEHqtWND U11L1TE5 OR SiRUCTl1RE5 �FF 910YM IN T1pR Af+PRO%IM.11E
LOCATONS NID FJ(1E11T BA3'D UPON RECdtD INFqtMATdI. LOCAIIdiS MAY
NOT M��E B@! �iRIFlm IN iNE FlE1D uVD NO GUMu1TEE i5 4I�OE IXI TME
AGCIAVACY OR CONPL£1FNES5 FOfi iNE INGORIIATp! 910NN. 111E OMNfR. dV
ACCEPIING iHE�E Pl.WS OR PROCEIDING N11H IMPROYE11ENiS NRSU�NT
1NERE10, ACREES TO ASSUNE 11P91JTY ANO TO H[%D THE UNOEA9plm
NM41E55 FOR �NY D/J/�CES RE'.11LTNC FACM TIE EJOSTFNCE OF UNOQtGRWND
UTIIJlIES 0!i SIRUCNRES NOT Rp'�qiTm TO THE UNDElt9CHm: NOT INDICAIED
ON 1NE PU&Jf. 0.[COPDS IXAYINm. LOCAIED Ai VARIANCE N1Ti tHOSE
REPOR/ED pi 910MN Ofl RECOftDS EXANNm.
�. TIE GCNtHACtOR i11ALL � fffSPON48LE FOH GROlEC71NG M1 U111JPE5 iF0E1
0/JIAGE OURING COMPACTIpI OF ft0^DWAY Sl�Q2ME NIO VfiOfl 1D PU(I]IQ1T
01 FlNK P�VEMENT SECTOHS.
9. CONTRACTfNi 41A11 `.F3tIiY ML p4511NC IN��FRT E1EVAilONS FPR SIORM ORNN
ANp $�NITI3tY SLME3t GOIISiRUCTp! PRIOR 10 COMYplGDID1T OF ANY MONK.
N1 MORK FOfl SIIX2M MIO $NlITMY SEMER INS�MIATON 41ALL BEpH AT TIE
DONNSTRE,W COlINEClION PqNT. MIS N1LL AILOW FOR ANY NECESS�RY
�DJUSIMEHIS TO BE MhDE PRIOR iD T1E INSTALLA11pN OF TI/E pl11RE LINE If
1HE NII1RAClOR FAOS TO BEdN AT TIE DONNSii2EAM CONNECTION PqNT ANO
'AORHS UP S1REM!. NE 91NL PPOCFID AT MIS OVM R19c N1D BE RE�ON9BIF
FOR ANY �DJJ5TMDlTS NECE55�RY. CONTfiACTIXt SHALL �ERFY LOCATION OF
SPNITARY gMER lA1FR/�L MITI OMNER PfiOR 1D GONSRtUGfION.
9. EIa511NG UTlltt CROS9NG5 OF 1HE NEW P!PFLNE ME FIOWN ACCQi01NG TO
1HE BEST AVAILABIE INFORMAIipI. CAS. WAIER PND gNER, gRN� UIERALS
ARE 9qMN �CCOAqNG TD 1ME BEST �VAILABLE INFpiMAT10N. lXE GUNiRACTOR
$HALL YERIFY TIE 1YG'E. SIZE LOCATION, AN� DEPh� OF NL E)OSTNC UlilJn6
(BOIH 4AINS AND tAlFR.1LS) ARE CORRECT PS $HOY:N. NO IXIARAN7EE IS MRDE
TIAT �LL pOS11MC UPLITES (BORI NNNS NID LATEPNS) ME 910YM. T1E
CONIRACTOR STIALL DQPqg CAU11W MHEN IXCAVATING ANO 41A11 PROTECT
AtL p0571NC Ul11JT�5 (BOTi 4AIN5 AHD U1VtIL5) FRpA DAMAGE WE TO MIS
OPQtATON.
10. CCNiRA�Tqt SHALL UNCOYFR AND E%POSE ALL E%ISTMIG UTIJTY ,WD SEMFR
IJNES YMQ2E iHEY ME TO BE CROSSFII �BO�E OR BF10W BV 1ryE NEW :AqLf1Y
B�NG CONSIHUCIED IN ptDQl TO VQOFY TME CR�UE AND 10 QlSURE TIAT
MpiE IS $UFFIGEIIT C1F.MANCE
�EAtICAL SEPM�lION REWIRE1AtNiS:
� MIMMUy OF 9% (B) INCMES VQViIG/�l CLEM'l10E $HALL 9E PRONpED BEfM£EN
CR059NG UlIl1TY PIPES. E%CEPi iMAT THE MININUY 4ERIICAL C1F.AR�NCE
BEIN£tT! wAiEA NID SNIiT�pY SENER Fi'EIINES 9iAL. BE 12 INp1E5 AND ALL
NtIV W�IER PIPES SHAl1 BE TrWC/111' iNSTALLFl1 i0 CROSS ABO�£/O�SR
EASTNG SANR�RY $ENEH %PE11NE5.
NHQtE I:EW WnTCR PIPEi1NE5 ME REWIRED i0 qi05`.i UNpElt EXJSIING ANU/OR
NEW SANIIAR`/ $E'AER PIPELINES, TVE 111NIYUY �FRi1CAl �EPMAIiON 9iALL BE
12 IHp1ES WAIFA IINE PIPF FNDS Sl1Al1 BF. INS1�LLfD NO 0.04A TNEM i0'
YINI4UN HOfiIZONT/�L DISfANCE FTiW CFN1ERlINE Oi UlIl1TT CR059N(S NMERE
FEA9BLE
HCRIZONT.�1 SEPMAIION REOUIflFYQII$:
11. A 41NIMUM HOR�ZONTAL $EP�RATION BE"IMEII� NEW FWElJNES
NIO ANY DOSIINC UTIlIl1ES 91A1L BE 5' FEET IXCF7T TIAT 111E
MINIW4 MptiZONTAL SEPMAlION Fpt WA1ER AN� SMlIiMT SENEA %PEl1NE5
41N1 Bf 10' 41NIMUN. UN165 OIHERN1g NOTED.
A 41NIMUM HOitIZONT�i SFPARAlION BEiNFFN NEW PIFfLNES MID JdNi TRF]!Qf
SHP11 BE S FFFf.
1HE CONAtAClOit 41ALL BE RE5PfX19BIF fOR CpVTACIING
APPROPRIA7E UtIIJTES IJlD REWESTNG �45GFlC�tlp1 OF $ERNCE PqN15, FlEl➢
�FAIFlCAnON OF LOCAl10N. 52E, DEP1H, ETC. POR ALL 1H�R F�tllJT6 NiD TO
COORDINAIE MVqK $qlkDUIES.
7'k�H;h;/�E'1.�1N'T 1'1�0'I'FC1'I0� N07'ES;
I. FRIOR TO BEdNNING CONS1RUClION p1 SII� CpN1RACT0it $H}LL IpplP:Y,
COHFlflY MIT1 ONNER AND VROIECT ElOSfINC liiE£' N!D PUN15 D61CNm �5 10
RdNN.
2 PRONDE G FOOT T,LLL 1flEE PROlECl10N FEN2'MTX OISIfICTYE YARKING NSIBIE
Rl CONSIAUCTON EWIPNENT, [TICL09NG IXtlP 11NE5 OF 1REES DE9(iJm Rl
PENNN.
1 MGNK REOUIRkD NITIMN FF110E 11NE SHN.L BE HE1D TO A MIINMUM. AVqD USE OF
HFJ.VY Ep11PNp1T MITIIN FFNCED AREI. AND DO NOT PMK I.NY VEHIGiS UNDER
DiIIP IJNE OF 1REE5. DO HOT S10RE EIXIIPNk]!T OF MATEPoN.S N17NIN FFNCE 4NE
s. PPoOft TO RElAONNC R0015 IJIU BRANp16 LM(FI2 iNAtl 2� IN qPIIEIER aF
1RfE5 OR PLAN15 TXAT IS iD RFIIPIK �MSULT M1H TfE OMNEA'S PRpECT
M�NA(iR.
S. ANY GRPDE p1ANGE5 GREAIER MN! 8' N11HW T1E DRIPLINE OF DOSTNG IRElS
Sl1N.L NOT BE MADE NITIOUT MIRST CONAILi1NC iHE IJNOSCI.PE ARp111ECT /
QYL QlqNEE3t.
8. PROIECT Ef�iTNG TPEES TO it�I�1N iRpA �1LLFD p1E1UCP15. NR q4 MOION
dL, GASpJNE AND All Ot1:Qt p1EAlICN1Y IN�RIRIWS MAIERIAtS; AS MF11 AS
FRp1 PIAdJNG CR CONIINUWStY RUNNMG WAhJt. 91WLD A�ILL OCIXIR.
STOP MORK IN iHAT IREA NI� CONTACT THE dN5 QlpNEFR / IN�ECIDR
&MEDIAIELY. CONTRACTOR SH,V.L BE RES�ON98LE TO MITGAIE DMI�CE FAW
SPILLID MATERIAI �5 NIIL �5 YI,IERIN. CIEAN UP.
�. PRONDE TDIPqiMY iRRICAIIp! TO hLL IR€ES MID VUNTS 7HnT ME IN OR
I�DJACENT TO Gh151qUCllp1 MFhS w1EAE OOSIINC IMLGATd1 STShl15 MAY BE
AFFEViEU br TNF CtlN55'RUC110N. AL°Ai PRq4DC 1FYPORMT IRRIGATION t0
Rf10CRTE TREES
& CONiRACIOR Sl1ALL BE RES4p14ftE FpR ONfpING YNNhNNIG£ 0� ALL TRFES
Ndl PLANI$ DE�Iplm TO flF)AAIN N10 ipt YNNIENANCF OF RELOCA7FD 1RRS
STOCKPILID DUFING WN511iUCTION. CONIPACTOH WLL BE REOUIfffD TO REPIACE
iRFES IXt PLIN15 iHAT DIE WE 1D UCX OF MNHIENNIf£
WA'CEY. SY STEM NOTFS:
1. NHERE WAIER lIN6 HAYE 10 Qtp55 SANITMY gMER 11NR �� AT A 90
OEptFZ MIQ£ NID WA7Qi IJN6 91NJ. BE MINIWM Oi 12' �BObE TIE TOP OF
TNE S.WITARY gNFR t1NQ
2 WATFR IJNR ME 910YM SG1ElIATCRILY; CON1RAClOq 41ALL IOEHTIfY EAfll
NIC1E AN�� OR �HD THAT Y�Y BE REWIRED TO �CCOMPl191 THE IN1ENOm
�E9p1.
3. Ug OEfECTA&i 4EfILZE'D WIAMNG TME MPROJONATELY 6' BELOW TIE
AIRFACE TAPE $HNl BE A BRIpIT COLOR NIO IYPIiINTED WtH 'CAUiION-WAIER
IINE �AN', CNACO T1PE 2 OR EWAL
{. ALL W�IER gRNCE CdNEC'lICNS 911�LL BE INST.LLIID N ACCORDANCE N1T1 THE
qtt/IUWN pi APVL1CRi1lE WA1ER UISIRICT STrW�ARDS .
S. PU&JC ANO PRIVI.IE WATQi M�IN N1D WA1iP SERVICE IJNE 1-INpI THRWQI
12-INCH SH�t1 BE POLVNNri p1LORIDE (PVC) N!D S Il1 kEFf �M1Y� C90p.
fU1ID fOR 200 PSI CU55 PIPE N1TH EPdXY COATcD WCT�E iRON FlTTINO$ AND
N9CN EPO%Y fUAIED G�IE VALYFS. ALL JqNiS SiA11 FACtt%iY
M,WUF�CNRFD W1H BEi AND SPIfAT ENDS AW RUBBER GASKEIS
NONYETALLIC NA1ER 11N6 Np4£ 1RACESi NIRE INSTAllEO P!R tlTY/iONN
STNlDARDS
8. CONNECTON 1D 1HE D�STING WA1ER MAIN $HA1L B! Mf'ROYFD 8'! THE
arr/'rovM. me oeaa�en sH�u r�r TMe �cTuu cosrs or cor�sraucna+.
7/1E CCNIAACTOfl SHNi PptFOR/l ,V.L IXCAVATION PflEPARE iME 91E, FlIRNISN
ML MAlEP1AlS, INSTAIL TMPMC TFZ VALVE M!D Nl TNRUST BLOG(S
BACKFlLL, RESTVNE THE $URF�CE AND G.EANUP. TIE dTY MILL PRONOE liE
OESII.OVQV N�7H A 115T OF ,WPR014D GOIfRtACTORS FOR MAI(IHG MEf TAPS
NONYETNIIC WAIIIi IJ�lES SHNL HA�E iRAGIIi WIffS INSTIllID.
7. ML WAIER 11HE5 3' OR 9/A1.Lp2 $HNl BE TYPE K COPPEA 'MTi $ILYFR BRAgD
JqN15. CCNIRAC10fl TO �4FtlFY PRESSVRES Fltpl EIaSTING 11NE5 ME
MEWAIE TO SFRNCE BVIIDINGS AS SPEqFlED BY i11E PLUI6�NG PLANS
& NL WATER 11N6 SII11 BE INST,LLIFD M1TN 7 MPIIMUM C0�4.R.
9. NL WA1kR VALYES STIML BE Pf/i qT/�WAIER p51ftICT SrAHDARD.
10. N.L 1EIAPoRARY N1D/OR PQtMANETIIE NR-FEIFASE AHO BLOM�OFF VAL�ES
SHALL. BE GER qT' STINDAflO AND AS DIFECim BY TIE Ott DlpNEFR.
11. CpICREIE RIRUST BLOfXS SHF11 BE INSTALLFD AT ALL IEES, CR054S, BDAS
(HOPoZONTAL NI� �fR11C�1). �7 93E CHNlQS Nl� AT FlRE HT71RMIl$ PQt dN
STNIDNt�. AWW� C800. SECTON J.8 UNL65 NOTED O1NQtWg.
12 I,Ed1ANICNI.Y RESIflNNm JpN15 $H.W. BE INSfALLID AT Wi71CK BETlDS IN
ACCONUNICE MITN qtt SIANDARDS u1D �4S MPRO�ED BY 7XE pT' ETIdNFIIt.
1J. A!1 WATEq VALVLS 91NL BE dLSTQtm. UNlF55 OTNQ7MISE DINEGtFD 8Y THE
qTY ENqNEIIt OR WATEN OIS11tICT.
ta. iNE CONIRACTIXi SHAl1 BE RE�OH9BIE f'OR COl1ECTNG M1D DEII`hNNG
W�hli SAMPlFS FIXt ANILY9S TO A tlTV MPR0�4D UB.
�s. uL or� ua ocF-eh wmscnvc iPoac�na srs�s suu ee w
ACCORD,WCE N17H 7HE LANOSCI,PE MCHIIECTURPl PlANS AN� SPEtlFlC�lI0N5
AND 9iALL BE CONNECIED TD TNE DOSTNG ND/OR NEW WA1FA SYSIEL AIID
AEIpiED �CCOfl01Nq.Y.
1B.INSTAl1 dTY/1'OMN APPR0�4D PNE541RE REWV.Tpt ANO REDUCID BACKFLOW
PREVFNT pi ON WAIEA UNE AT pl1RM10E TO BUIIDING RFFF]iQlC£ VLUMBING
PlANS FOR YORE DEfAIL
I)i?5'P CON1'hOL:
1. WATQ2 iRUfJ(5 91N.L BE P�NT ANp IN VSE AT THE CONSiRUCTI(NI 4lE �LL
PqiTIQVS OF TIE 41E 91&ECT TO BLOMNG WST SHAl1 BE W�lFllm A$ Of'Ik�!
AS DFDIm NECFSSMY BY TE APPROPRIATE CO�FANMdT/�1 �GkTlCY IN UNEA
10 QlSURE PROPFR CON'IROL OV' BLONING WST fOR T1E IXIRATId1 OF TiE
PR0.LCT.
2 W�1QtlNG ,1S50CIAlED N11H GN-91E CONSiRVCTON �C11Ntt SH/�11 T/J(E MCE
BEIM@I 1HE ESiABlISHED CONSIFUCTION HWRS ANO SH�V.L INCILDE AT LEASf
ONE LI,IE-AF'IE1iN00H W�IERING TO NINIYIIE iHE EFFECiS OF BIAMNG DUST.
3. ALL PUBIJC SIFEEIS �I10 NFDIANS SqIID OR 11T1EAm WE TO MIS
t,ON5R2UClI0N ACTNIY $HN1 BE CSF.ANm AND SNFPt ON A DNLY BA95
WFINC THE WJRK MEpC Ofl AS OF'fEN AS DEE]]Ilm NEf.E55MY 81 THE ONNEtt'S
ENtlNEIIi/1N'SECTOH. TO THE SATISfACllql OF 1NE dN5 D�ARTI.ENT OF
WBLlC WJRKS
4. WAIEPINC p1 PUBLIC SiREE15 qi POMQt W�SIMNG SIDIME?ITA1Nk1 ON SIkFiTS
41M1 N0� OCCUR UNLLSS CONiRACILtlt COLLECIS AND FlL1FA� T1E WA91
WAIER PPoqt TO Il$ plTERING �NE ONS S1011Y DRNN SYSIpI.
S. q1-9TE PA�.ED ACCES.•s ROADS, PARKING MU$ AND STApNG AREAS SHMl BE
SMFPT UNLY M1TH A WATEA SY�ESER.
8. WIRl WAAIEAS 9/Al1 BE WSI�LLiD �VlD UgD i0 qF1N ALL lRUtltS AND
EIXAPEIpIT IEANMG THE CONSIRUCTON STE IF 1MIFEL WA91FA5 CMlNOT BE
�NSTALLm, TIRES Oq TR�p(5 Oi �11 1FUd(5 .WO EWIPNDIT 91ALL BE WI91m
c�FF 060NE IFJ.NNG iNE CONSINUCIION 4lE
J. CA2A�INC OR ANY OINQt OPQt��ICNS TVAT CAEAlES pUST 91ML BE SIOGPm
iuum�nmr ir ousr nr�cis �auc�r vRorenne� THE CONIRACT(IR 41ALL
�ROH�E SUFFIQENT DUST CONIROL FOP iHE ETITftE GR6EGT 41E IN
��Cp+Du10E WiH iHE PRQECT SNFVF /T ALL PYES. TIE SITE 91ALL BE
SPRINNLERm �5 NECEiSARv ip Pi�KNT DUSI Mll$�HCE IN TIE EYflIT 1HAT
1HE CONTRACTOR HEClEC15 `0 USE MEWAIE 11EAS11RE5 TO CONIROL DUST.
1NE qil' FESEF�ES 1HE RWi1T TO TN(E NlIAIE�hR YFi�5URE5 ME NEQSSMY
10 CON1ROl DUST /JiD CNMCE 111E WST Tp TME CqI1R�CTtNi.
& 1ME PEAYIhE IS RESPCNSBLE FUR WST CONIROL MEASURES .WD FOP
OBTNNING N.L IiEIX11flED PERMII$ AND APPROV/J..S. �l1 GRMINC OPEIiAT10N5
SHML BE SUSPENDfD WRINC gCplD (qi WqtS� STACE 9IOG /J.Qt15.
9. KL iPUdCS HAUl1NG Shc, SAND, AIO OiHER 1005E NATERINS 91At1 BE
COl4+ID M'M T/�MAUl1NS OR O71EA 6FEC116E COCERS
E:IRTII`YORK QII�N1'IT�_ NOTES:
. iHE CON1RAClOR IS RE�ON9BLE FCR DEfFAMI1NNG THE Ql/JlTIl1E5 Of AL.
FORMS OF F1R1HMpt1( ON iH15 VRQECT AHD B/SNG TIE BID 01! TNO�
IXIANTIIIFS 'M1H FULL NNOMImCE TMAT ADpf110NAL PROCE556 - INf1UqNG
FNqNFENING - AND WNIT116 ARE AL50 TO BE INCWDED IN IXE 9D PER THE
�OLLOMING NOiES
2 iNE Cp11RAC10R $HALL MN2 AN MII?1I1 DEIFRIdINAl10N OF TIE WANP114
BASED p1 A DEfAILFD 51TE N4T. iME TOPOGFAPlMC SUR�EY. TE GEO'IECNNICFL
REPOFT, 1HE FlN191 GRADES $HONN ON hIE5E ORAMINCS. THE 97E AND IXidT
OF FOOTINGS, 1HE P!R'P1UtATON N!D M�76tlA15 USED fOft BULLDING SUBS,
PAVIIAENT gCT10N$ AND TIE S13E /J1D OFP1H OF UlitJtt 1RpICMES, INCLUpNG
THE UTIfiY CONIRACTpiS ANM]PATED FE-USE OF ElOS11NG YAIFRIAL Fpt
BAp(FlLL If MlY.
3. TNE CONIFIACIOR 91NL MEET ME fFMFS S10YM OH TIE ORANINGS, AD,USIING
1HE ANWNT OG IMPORT OR p�OflT AS f�Wl� TO p0 $0. NO A59JIPilONS
91W1D BE M/�DE �BIX1T TFE 9TE BPIMIQNG. NO AD.�/SIEIFNIS TO T1E GRME
41ALL BE PER1qTfED VNlESS SPEpFlC,�L1Y I,PPRJVED BY'IHE ARd1/FlICR IN
MPoTING M'1Qt T1E IMPACT Of' ANY CRME p1ANGE5 (IYPACT TO RPIIP$ STPIRS,
MdiK BY OTHFRS. EfC.) HAS BEEN TIORq1CNLY RENEMED BY TIE �R�,ll/IIIGR.
M1iEN pREPAfdNG lllE EMiHMOHK BIDS. 1%1 NOT ISAINE /J!Y pINICES 1p 1HE
FlNISNm GRME$ 910MN ON INEg IX2AMNG5 N1LL BE PpWfTTm.
� 1 7 zoo�
PRELIMINARY IV07'
POR CON�TRI.JCTION
4 �P �N
EtEYC. Tf
�,4F F,
� No. 91878 9 �'
* Eap. 12-91-OB
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.IOH i10�. 20802P..3
onn> io-n-oa
- �L C- nS NOTED
oer��,r, a��� aii
.'�I:
SIiF�i N,'�
C� /
��._ „F �. ���t� ��
ACCESSIBLE SIGN
DESIGNATED VAN
STALL NYiERE
SHOWN ON PLAN
FLUSH CURB
z
1
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F
aw
3�
Ko
N y
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�
VIFIEEL �
STOP
4" PAINT STRIPES
A7
1�-6� O.C.
V
11`��;y I I( �==��
ACCESSIBLE
SYMBOL CENTER \ pqINT VATH 7" WIDE
IN PARKING -
STALL 12� FROM SIRIPING- MNITE LETTER" HIGH
FACE OF CURB 5'-0' IXt 8'-0�
9 __ SEE PLAN 9'
i�' ACCESSIBLE STALL
—a n-- ------
FLUSH CURB SIAIIUR TO
/ CURB DEfAIL
4' NATIVE SOIL
; s FLUSH CURB
1.C-8��N,s - - -
2'-0" TO END OF STALL
U.O.N. 3� 2' 3'
�-���-�
'r>� jpn _I . �
�� � ` \
d
_ \
R
I �\
�'� s �,� �PHEEL STOP
, ���-- -- -
6'-0" 0(t 3'-0" LONG
PRECAST CONC.
BUMPER w/2-{/3 BARS
2-5/8" DIA. GALV S1L
RODS x 1'-0" LONG SET
9" FROM EACH END O
6'-0" BUMPER k 6" O
3'-0'� BUMPER
SET BUMPER IN
APPROVED MASTIC
PAVING OVER
E ROCK
FACE OF CONCREIE Q1RB
CG
�
z
BLUE �i �
BACKGROUND �
EOUAL TO COLOR �
N0. 15090 IN
FEDERAL �
STANDARD 5950. _
NO OFF-STREET PARKING FACIl1T1E5 TO HAVE
SIGN AT $TREET ENTRANCE NOT L£$$
n+,w ir x 22" IN SIZE. SIGN TEXT TO
BE BEADm (OR EQUAL) TO STATE 1HE
Fq10YANG:
UNAUTHOf21ZED VEFiiCLES NOT OISPLAYING
DISTINGUISHING PLACARD OR 110ENSE
PLATE ISSUm FOF2 PHYSICALLY DISABLED
PERSONS MAY BE TOMfD AWAY AT
ONNER�S EXPENSE. TONID VEHICLES AIAY
BE RECWMED AT OR BY 1EIEPHONING
' CON7RACTIXt TO FlLL IN
BLANKS PRIOR TO MANUFACNPoN6 9GN.
2. ACCE59BLE PARKING SPACE SIGN TO BE
BEADm (OR EWAL) NI7H ACCE598LE
SYMBOL, AS SHOYM. SIZE TU BE 70 SQ.
IN. AIINIMUM.
3. PROVID'c SIGN AT VAN STALL YATH ADD'L
SIGN STAl1NG 'VAN ACCESSIBLE'
A.C. OR
6'
1�
1/2" RADIUS TOOLED mGE
TYPICAL BO7H COFiNQtS
FlNISH GFtADE 11NE 1/2'
-0OWN AT LANDSCAPING
(RUSH AT SIDEWALK)
�•
:�
1 �
�� �-AGGREGAIE BASE
_ 2 - jb BARS CONTINUWS
VAN ACCES5181E SEE NOiE 3
2�' 0 GALV. PIPE
f�FlNISH GRADE
2' N1DE � 10 0 x 24 DP.
��TE CONC. FOOTNG STOP
TMEFtMOPLASl1C � PIPE 3" CLR. FROM
S7F21PING TYP. FOOIING BOTTOM
- -- 80' AT EN7RANCE AND STALLS
nDIUS
� -LIP OF GUT7ER - 0.22'
� -FLOVAJNE = 0.12'
_ _ i �
= TOP OF CURB - 0.60'
•i � /
� - �RIM = 0.00'
1Y M�a _I-
I
6'
-UP OF GUTfER - 0.22'
�i �Fl.OH1JNE = 0.12'
� Z / j-SEE DETAILS FOft GUTTER N7DTH
, s INLET IN GUTTER
� -- ---- --
�.c—a. �
NOTE:
1. SLOPE ALL CONC. TO DRAIN 1R TO STREET
UNLESS SHONN O7HERNiSE.
2. SEE LANDSCAPE OR ARCHIIECTURAL PLANS
FOR CONC. COLORS AND FlNISHES.
3. EASE ALL EDGES R-1/2'
4. FELT SHALL BE NON-ASPHALTIC IMPREGNATED.
5. CONCRETE SEC710N TO BE PER GEOTECMNICAL CONiRAC710N JOIN7, 2 I/2' DEEP;
REPORT. ��-SEE LANDSCAPE IX2 ARCHITECTURAL
j PLANS FOR PLACEMENT OF JOINTS.
�� REMF. �y4'S O 12" O.C.
/ B.W.'S CONT., CENTERED.
j� E%PANSION JOINT - 3/8' HOLD
FE1T DOVM 1/4' AND SEAL
W/ SEALANT; COLOR TO BE
/ APPROVED BY ARCHI7ECT. (TYP.}
SEE PLAN FOR iYPE / R=1/4" (TYP.)
r TOP SOIL FOR �SMOOhI SIJP D01YEL 1/2"0 24" LONG
I LANDSCAPE AREAS I f 25' 6 18' O.C., GREASE ONE END (TYP.)
1 I � SEE PAVFJAENT SECTON
�r � � ON GRADING SHEET
II_ �
I" N�� �y
y7��, �, �,y« ��� ��� CLASS II AGGREGAiE BASE
_ �� ROCK, PER CAL7F2ANS S7D.,
8, 5, � �_TO BE COMPACIED IN
., � ACCORDANCE WITH
THE GEOTECHNICAL
REPORT
SUBGRADE 70 BE
�. COMPACiED IN
io CONCRETE PAVING —nccoR�nNce :r-E;
I � � � .- ----- � - - - THE GEO7ECHNICAL
`',.C-8:� � REPORT
NOTE
t. CURB MAY EI7HER 8E EXTRUDm TO THE SHAPE
SHOMN OR FORAIm k PWRm IN PLACE
2 PROVIDE E7�ANSION JOINIS Af IS' O.C.
s ACCESSIBLE PARHINU SIGNAGE
� c—s,t � - — — - —
FACE OF CURB
TOP OF CURB-. �IMENSION PqNT
R=1'-�� �`.
� -- _
VARIES AT_ '�� \ � �
CATCH BA9N �� A,�
1/2' RAOIUS TOOLED , 1/2' RADIUS TOOLED mGE
\ ��
mGE TYPICAL Al1-, �. 6� �� TYPICAL ALL CORNER$
CORNERS � �� 5' ..
HOID A.C. PAVIN6 UP `. �
1�8' ABOVE GUTIER�� \ �_ i . . �� . _ '
TWO SIGN TWES
(SEE NOTES)
SIGN TYPE 1 TO HAVE
TEl(T IN hIIS AREA
(NO S7MBOL)
'� CURB DETAIL
F���
� a ; TYPICAL CURB
�:C-8,' Hrs
r�siorr daNr
PAVING
AND WT1fR
t LAYWT
]N
ti�z
� 4 C 200;;
�,�m
�s � r' OF I��'RI �I
6
\ 2 n . ,,, . .I. .
�3 - /4 BARS CON7.
.. AGGREGAIE BASE
ROCK
_�� � _ �� �
--- --- - i. a aw sp[n. w cr�v sim
RAl M/Q�gD OFF QOS
z Va• nenc rna auT[ eoz
� � _ I!Y I �� x i/�' neac s�m Fuh w/ i-i/t
- ru: � z� � ��' a sim anh / i�/x• aA
` _� � 1101E
� mwr r,�¢-.
i/7 w Nac �.... 5. 1/C nRtx sIDrIG sml vulE.
SIEF
a ��� H��� � a i/4' noa� rna ruh wus r/
i-t/�• ou.rwiEs
_ �� � 1�� 9, t' dA % 1/' 11YN' S4D STFFL R00.
I
I I ` \ 6 5' pA. Alm. BO WV. SIL 4EF1E
lA7CM BL.OYYIA - M8 ���g ��-eiac rua c. s• i.o. sn. ar rm eosr
(r 3� 4_ 1Q 1' qA Stlm. JO GLLV. SIL XNL
(� 11. 5' I.D. SR. BAg NE1110 Po6f
- �z Va' mu. s2 vuh eoz
ry`�'� c\\%%��) 1] Y qA SOm. EO W1V. SR. PoSf
\ / ���\ 1!. If pA CONG R. W/ I I/1" dA
a ra uTw oerui\�� �
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pa�EwAr wolN ox.w
sE rt.w
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'�° 'L-1 p--� z �,a�s a
U a��Osta'warrt.
♦ ��o �m
; � i. S�PING �1v1 GATE rir1� LATCH
�,�-8:'_ � _-- __ _
,J -
CURB & GUTTER
a` AT CONCRETE PAVING
F_ _.._ ___ - .. . . .
\�-g,�MS � -CROWNFD FlNISH
0
a
KEY CURB 4' INTO
NATIVE SqL
4' DIA. STANDARD GALV.
STEEL PIPE - CONC. FlLLm.
PAINT TO MATCH BUILDING
;RADE OR A.C. PANNG
ROCK
�
� ,y� 0
� -'tl , �i6' DIA. CONQ FOOTING
o �
VERIFY ALL PIPE GUAROS AT
7RANSFORMER W/P.G. dc E.
i2 CONCRETE FILLED PIPE GUARD
' C-8 � PRELIMINARY IVOT
POR CONSTRUCTION
OP 1p,y
'4FEtEYC tF,'`-4
No. 31898 y
# &p. t2-91-08 »
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J�1H N0: G080.'53
�/+TE' 10 I7_09
sca�[�. A; r�otco
DESIGN BY�. HFI
DRAWN BY: dd
;HEE1 N0
C-�i
� ,. � � =�Fr �5
i z � ACCESSIBLE _PARHING SYMBOLS
C-8 rrts
�--�� ���S7ANDARO RISER FRAME AND k
COVER. IN CONCRETE AND UNIT
� A � / A PAVII2 AREAS CO�ER IS TO BE
- t'= CONCREIE. IN A.C. PAVING AND
/�_ _, � LANDSCAPE AREAS COOER IS TO
CAST IRON. CO�ER IS TO HAVE THE
WORDS 'SENER " OR 'S70RM' ON IT
' � 1 (�� _—_-
- \ `�✓� _ — �.� 1HAT MATCHES 7HE SYSTEM.
� � � � PORTLAND CEAIENT CONCREIE
� � �-COLIAR; HOLD 2' BELOW F.G. FIXt
��_� / PA41NG
�• �FOR PAVEMENT SECTION 3.1
i 8,. � ---- -�-
.� -
�, v vs ��? PIUG
RESILIENT A/AIERIAL
U�E 90 LONG RADIUS BEND
-UPSIREAAI OF FlTTING N1TH
ANGLE OFt WYE.
\ SEC110N OF PIPE NfiQtE
� �ANGLE OR WYE OCCURS
� � �
____ NOIE:
�� �'— — — — USE THIS DETAIL FOR ALL STORAI
�CONTINUES IN DRAIN AND SANITARY SEV�ER
SOME CONDITONS ���-W��
�
i ��is �'� CLEANOUT
� C�
i
�
,
�
i '
I
� �
CLEAN SAND OR GRAVEL
w/A1AX. PARTICLE SIZE OF 1
1/Y AND 90x COMPAC710N
1 v
i
�
'Y 4--� �l1MITS OF CONCREfE CAP, IF
• m \ REQ'D. (PAYID AREA ONLY)
_ qIN: 4"
MA%: 4" + 25% O.D.
is` PIPELINE BACKFILL
C-9 -- _-_ __ _ _ .
i �
i
� 1
� � "
1 � _
� 1 ' r
1 � � �
� � .
' r\
I �
��A.C. PAVING
�� DEIECTABLE WARNING TAPE
/-FOF2 EACH Ui1L1TY PER NO7E
i ar co.�.
AGGREGATE BASE
��
�ad �
�U
O —
�a }
oa
DEfECTABLE WARNING
TAPE FIX2 EACH UTitJtt
PER NOlES ON C0.1.
PAHNG
;EGAIE BASE
BACKFlLL VEFt
RECOAIAIENDATION OF
BACKFlLL PER
RECOMMENDAT
OF SOILS ENG.
�I-_
CLEAN SAND OR
GRAVEL N11H MA%.
PAR7ICLE �IZE OF
i i/2' nrro soz
COMPACTION
� I MIN: 4'
I MA%: 4'+25x O.D.
�i
oa
, B DOM. WATFR
� (SEE UTILI7Y PLAN, FOR SIZE)
FlRE IJNE
(SIZE BY OTHERS)
%ia , JOINT TRENCH BACKFILL FIRE �PATER
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REQUIREMENTS FOR CONSTRUCTION OF "ES�cN BY: �H
�'is , SIDE�PALK, DRIVEVPAY, CURB AND GtiTTER o"Aw°i �" �'i _
sr.Eer no-
�`0�� PRELIMINARY NOT
FOR CONSTRUCTION C-9
�0 OF 13 SHEE75
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:ONC. O�ER 8' CIASS 2
E ROCK. 95x COMPAC7EU
3AR5 CONTINUWS
DURA-SLOPE 1RENCH DRAIN
W/ CAST IRON C,RAIE DS-232
�23 VALLEY GUTTER �P/ TRENCH DRAIN
.��o �— --
BUILDING
FOUNDATION -'�I � �
-TYP. .�.f"
90' BEND
-1� CHAMFER AT ALL CORNERS
� -� � �TOP OF 6" HIGH CURB
�I % I�
' �
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. _ _ . . � �-ROWLINE OF GUT1IIt
� �-3'-6' RI��FR ROCK. 12'-18'
DEFP, 6' BE70ND CURB OPEllING
�LIP OF GUTiQi
�- 3' N1DE OPENING, CURB FLUSH
N1TM FLONING OF GUTIER
. _____ __�-� �
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I }. .
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CURB CUT IN CURB GUTTER
zi, DRAINAGE OUTLET
i- -,- ---- - -
�:c-1o,' rrrs
I �RAINWAIEFt LEADER
� PROVIDE PLASTIC GRAIE
�TO FlNISH GRADE
�
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1X MIN.
/
'WYE" CONNECiION AND
-45' BEND CONNEC710N
4" PVC TO RAINWATER T1GHiIJNE.
SIZE AS NO7FD.
RAIN WATER LEADER TO
za TIGHTLINE CONNECTION
f C-10 } r,rs - — —
TOP OF RAMP
GROOVES
SEE DETAIL THIS
PAGE
" TOP OF CURB FlUSH
/= � W/ SIDEWALK (7YP. BOhI SIDES)
MEDIUM BROOM FlNISH
ryII'/ W/ 2X MAX. CROSS-SLOPE
J1'—hULL 6" VERiICAL CURB
FLUSH CURB
3' W1D7H OF DE7ECTABLE WARNING
SURFACE. SEE DETAIL THIS PAGE
FULL 6' CURB
ADJUST LENGIH TO SUIT
� �`GRADES. DO NOT ADJUST
S�OPE. SLOPE SHALL NO7
EXCEED 8.337.
2s` ACCESSIBLE RAMP
� NfS
GRATE
NOTE:
CONTRACTOR SHALL NOi1FY
OWNER IN NRITING OF THE
NEED FOR PERIODIC AND
REGULAR INSPEC710N AND
CLEARING OF SILT BASINS FOR
LONG 7ERM PERFORMANCE.
U-32 OR 9MILAR
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50 CM (19.7')
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r23 CA1 (0.9')
6 CN (24")
SILT BASIN
DRAINROCK Bm. USE 3/4' CLEAN,
CRUSHm DRAINROCK X11H FlLIER
DNILL 2' HOLES B' O.C.
IN BOTfOM OF INLET
SPECIFlCATONS
UNIT SIZE - 50 CM % 50 CM X 2.5 CM
(20' % 20' X i")
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT NEIGHT - 510 GRAMS (18 OZ.)
OFt 2.0 KG (4.5 PWNDS)
S7F2fNGhi - 402 KG/CM (5720 PSI)
2
COLOR - BLACK (STANDARD)
RESIN - HDPE (Wlhl SOME
POST-CONSUMER
RECYCLED CON7ENn
PLAN
INVISIBLE STRUC7URE5, INC.
GRASSPAVE2 SWARES
ADJACENT GRASSPAVE2 SQUARES
� ����
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/. (CLEAN, SHARP SAND)
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AGGREGATE BASE OR
�� , APPROVED EWAL)
COMPAC7FD SUBGRADE,
I secnoN
T�QF,GRASS R00T MASS 6 MM
1/4' ABOVE TOP OF RING
INNSIBLE STRUC7URE5, INC.
- � GRASSPAVE2 ATTACH YAiH
SNAP-FlT FA57ENER5
R00T MASS TO FlLL
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� ;_��:
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GR54/PLANT TYPES SHAil BE SPECIFlm BY A !� � ` " �. '�
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���e� GRASS PP.�tNG � �
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C-70
I1 OF 13 SHEETS
I48� AIIN. —�I
zo STORM DRAIN LIFT STATION
EC-t�rns -- --- —
PURPOSE:_
7HE PURPOSE OF THIS PLAN IS TO STABIUZE 7HE SIlE TO PREVENT EROSION
,�` OF GRADm AREAS AND TO PREVENT SEDIAIENTATION FROM LEAVING 7HE
CONSIRUC710N AREA AND AFFECi1NG NFJGH80FtING SITES, NAiURAL AREAS,
PUBUC FACILITES OR ANY OTHER AREA 1HAT MIGHT BE AFFECTED BY
SmIMENTAiION. ALL MEASURES SHOWN ON 7NIS PLAN SHOULD BE CONSIDERm
THE MINIMUM REQUIREMENTS NECESSARY. SHOULD FlELD CONDITONS DICTA'fE
' ADDITIONAL AIEASURES, SUCH MEASURES SHALL BE PER CALIFOF2NIA REGIONAL
WATER OUALIN CONiROL BOARD'S FlELD MANUAL FOR EROSION AND
SEDIMENTA710N CONTROL AND 7HE CALJFORNIA STORM WATER WAUTY
ASSOCIATON BEST MANAGEMENT PRACiICES HAND800K FOR CONSiRUCTON.
LEA & BRAZE EfvGINEERING SHOUID BE NOiIFlm IMMEDIATELY SHOUID
CONDIT10N5 CHANGE.
a
1
i
EROSION CONTROL NOTES:
1. IT SHALL BE 1HE OWNER'S/CONiRACTOR'S RESPONSIBIUTY TO MAMTAIN CONTROL OF 1HE
ENTRE CONS7RUC7ION OPERATON AND TU KEEP THE EMTRE SITE W COMPLIANCE VATH 1H15
EROSION CONiROL PLAN.
2. THE INTENiION OF THIS PLAN IS FOR INTERIM EROSION AND SEDIMENT CONTROL ON�Y. ALL
EROSION CONIROL MEASURES SHALL CONFORM TO CALIFORNIA REGIONAL WATEF2 QUALJTY
CONTROL BOARD�S FlELD MANUAL FOF2 EROSION AND SmIMENTA710N CON7ROL iHE CALJFORNIA
STORM WAlER WALITY ASSOCIAiION BEST MANAGEMENT PRACTICES HANDBOOK FOF2
CONSiRUCiION, AND THE LOCPL GOVERNING AGENCY FOR THIS PROJECT.
3. ONNER/CON7RACTOR SHALL 8E RESPONSIBLE FOR MONI70RMG EROSION AN� SEDIMENT
CON7Ra MEASURES PRIOR T0, DURING, AND AFTER STORM EVENTS. PERSOtJ IN CHARGE OF
MAINTAINING EROSION CON'fROL MEASURES SHOULD WATCH LOCAL WEATHER REPORTS AND ACT
APPROPRIATELY TO MAKE SURE ALL NECESSARY MEASURES ARE IN PLACE.
4. SANITAR7 FACILITIES SHALL BE MAINTAINm ON THE SIiE AT ALL T1ME5.
5. DURING h1E RAINY SEASON. ALL PAVED AREAS SHALL BE KFPT CIiAR OF EAR7H MAiERIAL
AND D�RIS. 7HE SIiE SHALL 8E MAINTAINm SO AS TO MINIMIZE SEDIAIENT-LADEN RUNOFF TO
ANY STOfiM DRAINAGE SYS7fM, INCLUDING EXISTING DRAINAGE SWAIES AND WATERCWRSES.
6. CONSIRUC710N OPERAilONS SMALL BE CARRIED OUT IN SUCH A MANNER THAT EFtOSION AND
WAIER Pq1U710N WILL BE MINIMIZED. COMPLIANCE W1TH FFDERAL, STA'iE AND LOCAL LAWS
CONCERNING POLLUTION SHALL BE MAINTAINED AT ALL 11MES.
7. CONiRACTOR SHALL PROVIDE DUST CON7ROL AS REWIRm BY THE APPROPRIATE FEDERAL,
STA1E AND LOCAL AGENCY REQUIREMENiS.
B. ALL MAIERIALS NECESSARY FOR THE APPROVED EROSION CON'fROL MEASURES SHALL BE IN
PLACE BY OCTOBER 15i1.
9. EROSION CONiF20L SY57EMS SHALL BE INSTALLm AND MAINTAINE� THRWGHOUT 7NE RAINY
SEASIXJ, OR fROM OCTOBER 15TH 1HROUGH APRIL 15h1, M411CHEVER IS LONGER.
10. IN 7HE EVENT OF RAIN, ALL C,RADING WORK IS TO CEASE IMMEDIATFIY AND THE SlTE IS TO BE
SEALED IN ACCORDANCE W1h1 THE APPROVAL EROSION CONTROL AIEASURES AND APPROVED
EROSION CON7ROL PUN.
11. THE CONTRACTOR SHALL BE RESPON9BLE FOR CHECKING AND RWAIRING EROSION CON7ROL
SYSiEMS AFfER EACH STORAI.
12. ADDIl10NAL FROSION CON7FtOL MEASURES MAY BE REQUIRED BY CITY OF BURLINGAME
ENGINEERING DEPAR7MENT IX2 BUILDING OFFlCIALS.
13. MEASURES SHALL BE TAKEN TO COLLECT OR CLEAN ANY ACCUAIULATION OR DEPO5IT OF DIRT,
MUD, SAND, ROCKS, GRAVEL OR DEBRIS ON THE SURFACE OF ANY S7REET, ALLEY OR PUBLIC
PIACE OR IN ANY PUBIJC STORM DRAIN SYSTEMS. hIE REMOVAL OF AFORESAID SHALL BE
DONE BY STREE"f SN£EPING OR HAND SW�ING. WATER SHALL NOT BE USm TO WASH
SmIMENTS INTO PUBLIC OR PRIVAlE DRAINAGE FACWilES.
14. EROSION CINJIROL MEASURES SHALL BE ON-SfTE FROA1 SEP7EMBER 15TH THRU APRIL 15iH.
15. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINm THRWGHOUT iHE
RAINY SEASON IXt FROM OCTOBER 75 1HRU APRIL 15, WFiICHEVER IS GREATER.
PFRIOUIC MAINTENANCE_
1. MAIN7ENANCE IS TO BE PERFORMm AS Fq10W5:
A. DAMAGES CAUSED BY SqL ER090N OR CONS7RUCTION SHALL BE
REPAIRm AT THE END OF EACH WORKING DAY.
8. SWALES SHALL BE INSPECiED PERIODICALLY AND MAINTAINm AS
NEEDED.
C. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER
EACH STORM AND REPAIRS MADE AS NEmED.
D. SEDIMENT SHALL BE REMOVED AND SEDIMENT T2AP RESTORED TO ITS
ORIGINAL DIMEN90N5 WHEN SEDIMENT HAS ACCUMULATED TO A DEPTi
OF 1' F00T.
E. SEDIMENT REMOVED FROA1 7RAP SHALL BE DEPOSIIED IN A SUITABLE
AREA AND IN SUCH A MANNER hIAT IT N7LL NOT ERODE.
F. FlLLS AND GUWES MUST BE REPAIRED.
2. GRAVEI. BAG INLET PROTEC110N SNALL BE CLEANED OUT WFiENEVER
SEDIMENT DEPTH IS ONE HALF THE H�GHT OF ONE GRAVEL BAG.
3. $TRAW ROLLS SHALL BE PERIODICALLY CHECKm TO ASSURE PROPER
FUNC110N AND CLEANED OUT WHENEVER 7HE SEDIMENT DEPTH
REACHm HALF hIE HEIqiT OF 7HE ROLL
4. SILT FENCE SHALL BE PERIODICALLY CHECKED TO ASSURE PROPER FUNC710N
AND CLEANm WT N4iENEVER hiE SEDIMENT DEP7H
REACHES ONE FOOT IN HEIGHT.
5. CONS7RUCTON ENIRANCE SHALL BE REGRAVELED AS NECESSARY FOLLOVANG
� SILT/SOIL BUILDUP.
6, A�i7 OThiER EROSiON COi�TROL MEASURES SHOULD BE CHECK'cD hT REGULi+R
INTERVA�S TO ASSURE PROPER FUNC110N
�1 � INLET PROTECTION
\��Z/
PROVIDE SILT FENCE OR S7RAW ROLLS PER CIN
k REFQtENCE 1 8 2 STANDARDS. PLACm AT THE
.., PERIAIETQt OF SIIE SLOPES -T7P.
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�Ep_?,
EROSION CONTFtOL MEASURES:
1. THE FACILITIES SHONN ON THIS PLAN ARE DESIGNED TO CON7ROL EROSION
AND SmIMENT DURING h1E RAINY SEASON, OCTOBEP. 15iH TO APRIL 15.
EROSION CON'iROL FACW11E5 SHALL BE IN PLACE PRIOR TO OCTOBER 15TH
OF ANY YEAR. GRADING OPERAT10N5 DURING THE Ri•.INY SEASON WHICH
IEAVE DENUDED SIOPES SHALL BE PROTECTED N7hi EROSION CONTROL
MEASURES IMMEDIn7ELY FOLLON7NG GRADING ON 7HE SLOPES.
2. SITE CONDIT10N5 AT TIME OF PLACEMENT OF EROSION CONTROL MEASURES
WILL VARY. APPROPRIATE ACTON INCLUDING 7EMPORARY SWALES, INLE7S,
HYDROS�ING, STRAW BALES. ROCK SACKS, ETQ SHALL BE TAKEN TO
PREVENT EROSION AND SmIMENTATION FROM LEAVING SIiE. EROSION
CONTROL MEASURES SHALL BE ADJU57ED AS THE CONDIT10N5 CHANGE AND
THE NEED OF CONSTRUC710N SHIFT.
3. CONSTRUCTON ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMEN7
OF GRADING. ALL CON57RUCTON TRAFFlC ENTERING ONTO THE PAVED
ROADS AIUST CROSS THE STABILIZED CONSTRUCTION ENIRANCES.
CON7F2AC70R SHALL MAINTAIN STABWZED EN7RANCE AT EAChI VL]iICLE
ACCE55 POINT TO E%IS71NG PAVED S7REETS. ANY MUD OR DEBRIS
TRACKFD ONTO PUBLIC STREEIS SHALL BE REMOVED DAILY AND AS
RE�UIRm BY hIE GOV£RNING AGENCY.
4. ALL E%POSED SLOPES THA7 ARE NOT VEGETATFD SHALL BE H7DROSEEDED.
IF HYDROSEEDING IS NOT USm OR IS NOT EFFECTIVE BY OC708ER 15, hIEN
OlHER IMMEDIAiE METHODS SHALL BE IMPLQAENTED, SUCH AS EROSION
CON7ROL BLANKETS, OR A iHREE-S7EP APPLICATIINJ OF 1) SEED, MULCH,
FERi1LIZER 2) BIONN STRAW 3) TACKIFlEFt AND MULCM. HYDROSEEDING
SHALL BE IN ACCORDANCE Wlhl THE PROVISIONS OF SEC710N 20" EROSION
CONTROL AND HICHWAY PIJ�N7ING� OF hiE STANDARD SPECIFlCAiION OF
THE STATE OF CALIFORNIA DEPAR7MENT OF iRANSPGRTATION, AS LAST
REVISED. REFER TO THE EROSICN CONT20L SECTION OF hiE GRADING
SPEqFlCAT10NS THAT ARE A PART OF hilS PLAN SET FOP, fUR1FiER
INFIX2MA710N.
5. INLET PROTECiION SHALL BE INSTALLED AT OPEN INLETS TO PREVQJT
SmIMENT FROM ENTERING THE STORM DRAIN SYSiEM. INLEfS NOT USED IN
CONJUNC710N WITH EROSION CONTROL ARE TO BE BLOCKm TO PREVENT
ENTRY OF SEDIMENT. MINIMUM INLET PROIECTION SHALL CONSIST OF A
ROCK SACKS OR AS SHOWN ON 1H15 PLAN
6. THIS EROSION AND SEDIMENT CONTROL PLAN MA7 NUT COVER ALL hIE
SI7UAilONS THAT MA7 ARISE DURWG CONSTRUCTION DUE TO UNANIICIPATED
FlELD CONDI110N5. VARIATIONS AND ADDITIONS MAY DE MADE TO THIS PLAN
IN TME FlELD. A REPRESENTATVE OF LEA & BRAZE ENGINEERING SHALL
PERFORM A FlEID REVIEW AND MAKE RECOMMENDAT10N5 AS NEEDED.
CONTRACTUR IS RESPONSIBLE TO NOiIFY LEA & BRAZE ENGMEERIN6 AN�
iHE GOVERNING AGENCY OF ANY CHANGES.
7. THE EROSION CONiROL MEASURES SHALL CONFORM TO 1HE CITY OF
BURLINGAME STANDARDS AND THE APPROVAL OF THE CIN OF BURLJNGAME
ENGINEERING DEPARTIAENT.
8. S7FtAw ROLLS SHALL BE PLACED AT iHE TOE OF SLWES AND RLONG hIE
DOKNSLQPE PERIMETdR OF THE PROJECT. THEY SHALL BE PLP!:ED AT 25
FOOTINTERVALS ON GRADED SLOPES. PLACEMENT �NALL RUN N1iH THE
?^UP.S .4N0 P.OLLS SHALL BE TIGH7LY ENDBUTiEC. CCNi�ACTOP. SHALL
REFER TO MANUFACTURES SPEQFlCATIONS FOF2 PLACEMENT AND
INSTALLA710N INSTRUC710NS.
(E) BLDG
PA
1>.I lo�
PROVIDE ROCKED CONS7RUCTION ENTRANCE
.--. PER CITY & REFERENCE 1 h 2 STANDARDS.
E- 5- i USE IAIN. 8' THICK x 17 VADE x 50' LONG,
���-?� LOCATE / RELOCATE �URWC CONSTRUCTON
AS REQ'� A7 THE END OF PAVEMENT.
REFF.RENCES:
1. CALIFORNIA REGIONAL WATER OUAL177 WNiROL BOARD�S FlELD MANUAL FOR
EFi0S10N AND SEDIMENTA71qJ CON7ROL
2. CALIFORNIA STORM WA7ER WALITY ASSOCIATION BEST MANACEMENT
PRACTICES HANDBOOK FOR CONSTRUCTON
II
��ri7zoo;
'. i4� Q�.!�� I"i .
PRELIMINARY NOT
FOR CONSTRUCTION
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0 15 30 60
SCALE: 1'_ 30'
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