HomeMy WebLinkAboutSTECKLER 06 C5 Construction Pollution Prevention Plan �2 " P , t'- 4 F H_6 w �° g3 s - EROSION CONTROL NOTES M
5. 80 F ,�-�-__ ---_____TREES 3 -___ 4 (MINIMUM BMP REQUIREMENTS FOR CONSTRUCTION ACTIVITIES Z v
I _ S _`J 7°26 G S --___ / - 7. 3' F --------i �� 6. 7 9 , ,'i FOR ALL DEVELOPMENT CONSTRUCTION PROJECTS) O z PE3w
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�, _-_5__T ___ 7 1 0' FS ___'�------------ P ---- / --- I F J O / S/If 1. IN CASE OF EMERGENCY,GALL OWNER AT 11• TMUST BE RANSPORTED ON-51TE AND
SITE VIA SHEET BE
Ca i O u
^/ ' _ CC �I I I/ / , 2. A STAND-BY GREW FOR EMERGENCY WORK 5WALE5,AREA DRAINS,NATURAL DRAINAGE Q M Q
SHALL BE 6 1 PL TR �,\, 6 , II ^O, m ---_____ /' 11-- �° 1 4' `l v RF �� I N 5` 9 RAINY 5EA50NI(OGTOBER 1 TO LABLE AT ALL I APRIMES DL 151�G THE COURSES,OR WIND. z = l-
`J' 7�j S NECE55ARY MATERIALS SHALL BE AVAILABLE 12. 5TOGKPILES OF EARTH AND OTHER GON5TRUG- l z "
FS , --.�_____ (�A 1 , _- U �u (� � _
/ , _-_-_ , ON-SITE AND STOCKPILED AT CONVENIENT LOGA- TION RELATED MATERIALS MUST BE PROTECTED w d-
17 F _ ____ ___ -_ GA TE , -__- , TION5 TO FACILITATE RAPID CONSTRUCTION OF FROM BEING TRANSPORTED ROM THE 51TE BY �
I , S ---J CHIM - ___ ____ 6. 119 , ____ , ___- r 6. 39 6 1 ?1 I , EMERGENCY DEVICES WHEN RAIN 15 IMMINENT. THE FORGES OF WIND OR WATER. � O 2
E Y -�-
I � -✓ -___- FS /-S` � I 3. EROSION CONTROL DEVICES SHOWN ON THIS 13. FUELS,OILS,SOLVENTS,AND OTHER TOXIC � °- � Q
6. 41 1 C - _ j I _ i R-___ r _ -- _-_ I -__-_ y I PLAN MAY BE REMOVED WHEN APPROVED BY MATERIALS MUST BE STORED IN ACCORDANCE Q w 2
\� U• 41 ' ,' �`- a-_ I ITYP/�-I -_ /_ / --_ -- __- 6 ' --__ `, I THE BUILDING OFFICIAL IF THE GRADING OPERA- WITH THEIR L15TING AND ARE NOT CONTAMINATE - z z
6 ' ,_ - ,_ -_____ ____ 36 F -- -` \ I TION HAS PROGRE55ED TO THE POINT WHERE THE 501L5 AND SURFACE WATER5.ALL APPROVED o �' Q
° 9 9 18 8 3 , FS 1 I - - __-__7 __ ,--_ 6 `\ THEY ARE NO LONGER REQUIRED. 5TORA6E CONTAINERS ARE TO BE PROTECTED cNv z
I STEP I - I \ 0 FS \ 1 -_ I I 1 _ 26 FROM THE WEATHER.5PILL5 MUST BE GLEANED
�. _ F I \ � , 4. GRADED AREAS ADJACENT TO FILL SLOPES
-f I _ \ \ --- L I 7 --_- S UP IMMEDIATELY AND DISPOSED OF IN A PROPER
/ \ - ___ 248 „ _ / \ LOCATED AT THE 51TE PERIMETER MUST DRAIN
_- I \ I I - \ PCC \ \ ` _ I r__ , 22 E ' --__ ,\ I \ r G/� I AWAY FROM THE TOP OF SLOPE AT THE CONGLU- MANNER.5PILL5 MAY NOT BE WASHED INTO THE
PCC 11 T '� 8.22' F 1\ \\ \\ \\DS �\--______ , -I 4 85° 00 - - DRAINAGE SYSTEM.
' U 31 1--/ - \yI \ I `/ , AND DEBRIS THAT MAYCREATE A POTENTIAL
14. EXCESS OR WA5TE CONCRETE MAY NOT BE �
sw I EP s SURF - ;1=__�_ L ---_ 6 , I T
1 I __ND G I , 2 0 �(- , n , HAZARD TO OFF-SITE PROPERTY SHALL BE WASHED INTO THE PUBLIC WAY OR ANY OTHER
' 6. 42'- I _ 111 6. 65' P \\ �1 ��' -I_ , _- S TEP PCC FS -_ JII I- j', �j'�/ 5TABILIZEDDAILY S R REMOVED FROM THE SITE ON A TDRAITAIN CONCRET PROVISIONS SHALL E WASTES ON HATE B MADE
EY
TC _ -y gR'CI� \ S \\ 1 / 1 ---___ Sv RF -_/ -_- 5. ALL 51LT AND DEBRIS SHALL BE REMOVED FROM CAN BE DISPOSED OF A5 SOLID WA5EE.
I n
___I� -- i^--7 _ H ALL R ��\ � 1 / ----___ O� 0 r 1 � --- ALL DEVICES WITHIN 24 HOURS AFTER EACH 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE
F I I--- , 8.2 3' FS 6 w=0 8, RAISED P OP O - CRA \\ _ wD L N -_____ (� - ' , RAINSTORM AND BE DISPOSED OF PROPERLY. TO INSPECT ALL ER05ION CONTROL DEVICES AND
I OUT 1 D -___ BMP'5 ARE INSTALLED AND FUNCTIONING PROPER-
lJ L � 6. A GUARD SHALL BE POSTED ON THE SITE WHEN-
^ ^ I T OL E G ---__ _ D S I I LY IF THERE 15 A 40%CHANGE OF QUARTER INCH
� � � , I � \ __ � , � EVER THE DEPTH OF WATER IN ANY DEVICE
---__ EXCEEDS 2 FEET.THE DEVICE SHALL BE DRAINED OR MORE OF PREDICTED PRECIPITATION,AND
OR PUMPED DRY WITHIN 24 HOURS AFTER EACH
AFTER ACTUAL PRECIPITATION.A CONSTRUCTION
III r Sg \\\ 8` I ' �S U 3 6 FF 6.2`3 �S ' I 6 1 7' FS BA5A IN5A AND DRAIINAGE DEVICRM.PUMPIN6 AND ES
NMUS COMPLY SHALL BE MAIN6 OF ALL 51TE INTAINED AT I THE PROJEST AND CT SITE AT
G SEA ARC
I I i i 1 8' FS \\ I I ^_- WITH THE APPROPRIATE BMP FOR DEWATERING BUILDING OFFIICIALIMES AND (GOP E5 OF THEILABLE FOR E F-IY THE-IN5PEG- GFN N•H AR 'y�T
OPERATIONS. TION CHECKLIST AND INSPECTION L0G5 ARE �! �J
I I L_\ I 1. THE PLACEMENT OF ADDITIONAL DEVICES TO AVAILABLE UPON REQUEST).
C) I I EC 1 \ I , \ REDUCE ER05ION DAMAGE AND CONTAIN
i I 16. TRASH AND CONSTRUCTION RELATED 50LID NO. C 6947
_ I \ POLLUTANTS WITHIN THE SITE 15 LEFT TO THE
I \ V�/M P15CRTION OF THE FIELD ENGINEER.ADDITIONAL WASTES MUST BE DEPOSITED INTO A COVERED
' I 32 S 0 U SOUTH BAY I I I -' DEVICES A5 NEEDED SHALL BE INSTALLED TO RECEPTACLE TO PREVENT CONTAMINATION OF
I �
5 82 FS I I 8 23 FS 8. 3 0' FS FRONT I I I r RETAIN 5EDIMENT5 AND OTHER POLLUTANTS ON RAINWATER AND DISPERSAL BY WIND. �P
4 SITE. 1'1. SEDIMENTS AND OTHER MATERIALS MAY NOT BE qT
I I 1 TYP I L----------------� ` 0 N 5-3� �
CKED
M THE
TE BY VEHICLE
FFIC.
6. 42'TC -___� I FS ' I' 8 MADE INOPERABLE B TWEE DE51LTIN6 BASINS MAY NOTN OVEMBER 1 AND T REMOVED OR HE CONSTRUCTION ENT TRANCE ROADWAY5 MUST ELF CqL\F�
I ALL EXISTING IMPROVEMENTS 6 , , BE STABILIZED 50 AS TO INHIBIT 5EDIMENTS
I I I TO BE DEMOLISHED U I •2 6 APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE IAN J.N.HARRI50N,ARCHITECT
B L 0 GFF I APPROVAL OF THE BUILDING OFFICIAL. FROM BEING DEPOSITED INTO THE PUBLIC WAY. hereby expressly reserves its common law copyright
N G H - ACCIDENTAL DEP051TION5 MUST BE 5WEPT UP and other proper rightsrights in these plans.These plans o are
8°31 EIGHT / q. STORM WATER POLLUTION AND ER05ION not to be repro uced,copied or changed in any form
I ' / IMMEDIATELY AND MAY NOT BE WASHED DOWN whatsoever nor are the to be assigned to a third part,
I FS _, F 33. 3 , / v T CONTROL DEVICES ARE TO BE MODIFIED,A5 BY RAIN OR OTHER MEANS. wlthout the express written permission and consent oty
/ NEEDED,AS THE PROJECT PROGRE55E5.THE
, I I� � IAN J.N.HARRISON,ARCHITECT.
° 44 I I / I
DESIGN AND PLACEMENT OF THESE DEVICES 15 16. ANY SLOPES WITH DISTURBED SOILS OR DENUDED
TC ---T C 2 (` �1 R j \/� THE RESPONSIBILITY OF THE FIELD ENGINEER. OHIBIT EROSION BY WIND AND F VE6ETATION MUST BE STABILIZED 50 A5 TO
1 I CO r1 GA
R n n , \ PLANS REPRESENTING GHAN6E5 MUST BE
I W I ,'' - 8 33, MPRESS A v E \TYP _ THE BUT D NFOR G OFFICIAL.APAL IF REQUESTED BY 1q. HOME OINNER AND DRAIN ROUTINELY
LY CLEANDEBRI ALL CATCH Z s
FF 6 , 0' ` 1 CR/� 1� 6. 1 1 ' 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE 20. ADDITIONAL BMP'5 WILL BE IMPLEMENTED A5 O v
SB ; 8 7 FS ' wB�OLE , THE I FS THE PROJEGTGE OF 5ITE AT ALL TI°RM MES.WATER FROM DEEMED NEGEBBARY BY CITY INSPECTORS.
I
6° 1 �,� ' BRICK i 6 87 \�---__ ' PRAISED 1' 6° 53' r- 6 4 ' 1
P L TR I,I\` 16 ' C K CRA IN FS - I ---- R A I SED _ I r__O_P O v T 11 \' I FS I 7 FS I HATCHING INDICATES AREA O O
I S PATIO \\\ L11OLE \�� \��POPOU I ` 11 I / 6. 3 ' I NOT DISTURBED BY GRADING.
--------4__ 8.35' - '� --- g32 STE FS /'- 6.83' FS -- �S -__�___ ,,T-�-',-- ,� FS EM I F z_ Z Z41
LD
50 FS BRICK SURF. �-'� ' , �y ---
___ - g 6 ' GRADING: l� O
r 1 PCC SURF° 6 70 EG4 J y -- ---------rr�------�- EC I OVEREXGAVATION
EG4 II I I � I- GA TE I I - I GUT = 1"15 GY V w
I , � � � 1 PCC 1- �_i I I _ I
6. 44' TC 1 I - 14 FS 7.85' STEP --- I v S BRICK WALL ;�-- I ^ ^ �- - ' FS FILL = 1'15CY
I , -�-
- 7.3 4 STEP I m I i I I' ,_,- QUANTITY OF OVEREXGAYATION=350 GY W 5. 82' FL `�y ' Q
�y --------------------------
C 9.53' FS \- 8.02 FS P J 6.65 FS I 1\ ;� PCC SURF. 6.2g' FS - 6.08 FS
O z
` 8.23 \---------------_� 6 FS I - w
3 D i I i I PLTR i �� 8. 38' � � ---� D r'� C'1 1nr � �\\ II'll -- B1V�i' FACTS SHEET 3
RN I I I FS FS 8.26 FS -� EROSION CONTROL PLAN v4" - 1'-0" ---------���--------------�---, ,
U TL E T III I I_ \ I - - -------- - 8. 0 2 F S \` WS J I I -- ( WM-1 MATERIAL DELIVERY AND STORAGE Q
PROVIDE A MATERIAL 5TORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION.
NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROP05ED FOR TH15 AREA. s
i R WM-2 MATERIAL USE
HAZADOU5 MATERIALS,FERTILIZERS,PESTICIDES,PLASTERS,SOLVENTS,PAINTS,AND OTHER
COMPOUNDS MUST BE PROPERLY HANDLED IN ORDER TO REDUCE THE R15K OF POLLUTION OR
CONTAMINATION.TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL
LIMIT OF OVEREXGAVATION LIMIT OF OVEREXGAVATION SEE PLAN MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS.
WM-4 SPILL PREVENTION AND CONTROL / \ N
IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED � O
PROPERTY LINE I BUILDING LINE MATERIALS.IDENTIFY THE METHODS,BY WHICH ACCIDENTAL 5PILL5 WILL BE GLEANED AND PROPERLY v
(E)WALL TO REMAIN I DISPOSED OF. N O
FF=1.00(NAVD88) PROTECT INPLAGE GRAVEL OVER WM-5 50LID WASTE MANAGEMENT
(N)BUILDING ' FILTER FABRIC I PROVIDE DE516NATED WATTE COLLECTION AREAS AND CONTAINERS.ARRANGE FOR REGULAR DISPOSAL. r , 1
1'-0"MIN. I w ^i
a PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT.CONTAINERS ARE REQUIRED TO
STREET/ALLEY - - - - - - _ PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. p
(E)GROUND ° ° �o o� �o o�00 0°� �o o� �o g� _ _ _ WM-6 HAZADOU5 WASTE MANAGEMENT n
SURFACE 8� 8� 8� 8� HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL ICI
o O o O o o O o O I
(E) ±7.50 ±7.00 (NAVD88) %\\j\\j\\j\\j\\ \\ ° REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING �� J C✓ O
- - - - - - - - - - - - - - - CONTRACTS THAT MAY BE APPLICABLE.
WM-1 CONTAMINATED 501L MANAGEMENT LL
- PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED 501E LD
o�
z ` - AND HIGHLY ACIDIC OR ALKALINE 501L5 BY CONDUCTING PRE-CONSTRUCTION SURVEYS, INSPECTING i
EXCAVATIONS REGULARLY,AND REMEDIATING CONTAMINATED 501L PROMPTLY. 3
1
N WM-8 CONCRETE WATTE MANAGEMENT CO
1 1 STORE DRY AND WET MATERIALS UNDER COVER.AVOID ON-51TE WA5HOUT EXCEPT IN DE516NATED T
PROVIDE APPROPRIATE TRANSITION AREAS AWAY FROM DRAINS,DITCHES,5TREET5,AND STREAMS.CONCRETE WATTE DEP051TED ON-51TE ) .J_ n LD
I 1 I BETWEEN STABILIZED GONBTRUGTION SHALL SET UP,BE BROKEN APART,AND DISPOSED OF PROPERLY.CONTAINMENT AND PROPER �'�/ a 1�
z0 ENTRANCE AND STREET D15POBAL 15 REQUIRED FOR ALL CONCRETE WASTE. �wL� z
NM-q 5ANITARY/5EPTIG WATTE MANAGEMENT
CONTROLLED GOMPAGTED FIL_ ~ � ( 1
Q z UNTREATED RAW WA5TEWATER 15 NOT TO BE D150HAR6ED OR BURIED.SANITARY SEWER FACILITIES J
ON-51TE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS.5ANITARY
(E)SOILS O O OR SEPTIC WA5TE5 MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL
zoil i REQUIREMENTS. (�
y -A TC-1 STABILIZED CONSTRUCTION ENTRANCE
m A 5TABILIZED ENTRANCE 15 REQUIRED FOR ALL CONSTRUCTION 51TE5 TO ENSURE THAT DIRT AND O
SECTION A-A C v' "`' I � C- 1 10' ENTRANCE" "51TG0 A 1 DEBRIS ARE NOT TRACKED ONTO THE ROAD H ADJACENT PROPERTY.MAINTENANCE E SUCH A
SYSTEM 15 REQUIRED FOR THE DURATION OF THE PROJECT.SUCH STABILIZATION MAY BE OF ROCK OR
PAVED.
5E-1 SILT FENCE w
5E-3 SEDIMENT TRAP
5E-8 GRAVEL BAG5 /1
ERODED SEDIMENTS MUST BE RETAINED ON-51TE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. �J
LIMIT OF OVEREXCAVATION LIMIT OF OVEREXGAVATION 1'MIN.HEIGHT REQUIREMENT MAY BE WAIVED AT THE 50LE V15CRETION OF THE CITY INSPECTOR IF OTHER EROSION
2 BAGS MIN. CONTROL BMP'5 ARE DEEMED SUFFICIENT.
t 10.-0.. t 7-0''
BAY FRONT ALLEY JOB # 5TEGKLER
51DEWLK FF:q.00 1'-0"MIN. \ EXCAVATION NOTES DRAWN BY dW
(E)GRADE - - - - - -� -° -
(E)GROUND \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \! 1 BUILDING PAD AREA SHALL BE OVEREXGAVATED AT LEAST 2'-6"BELOW EXISTING GRADE OR A MINIMUM p
*8.20 SURFACE \ \ \� \� \� \� \� \� \� \� \� \� \� \� \� \� \� O OF 6"BELOW PROP05ED FOUNDATION.SEE PLAN FOR LIMIT OF OVEREXCAVATION. z
° GARAGE (E)±6.11 (NAVD88)
PLOT DATE 6/12/201 q Q
(E) t 5.77 (NAVD88) REVISION BY DATE °
a
W
PROPER7Y EROSION & SEDIMENT CONTROL
a ° 1 CONSTRUCTION NOTES
1 1 ALL BMP'5 SHALL BE IN ACCORDANCE WITH MODEL BMP'5 FROM THE CALIFORNIA 5TORMWATER BMP O
z I HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOK5.COM zo
I j j����jjjjjj�j EG1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY
MIN. \/ / /�\`/ /j�\/j�\/j�\/j�\/j�\j N AGGO DANCE WITH BMP FACTS SHEET#5E BwIDE AND 10"HIGH.MINIMUM PER DETAIL HEREON AND
GON`ROLLED GOMPAGTED FILL i
EG2 CONSTRUCT SANITARY WATTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET#INM-1.
(E)SOILS > EG3 CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET#1^lM-1. v
0
EG4 EXISTING ADJACENT NEI6HBOR'5 WALL ON TO REMAIN.PROTECT IN PLACE. w
SE C�T I O N B-B GRAVEL BAG [.A Y O U�I NO53 2 EG5 CONCRETE WA5HOUT AREA. w