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-It" i I il I I I I I - I I � .. � 11 I I , I I 1 I I 1 1 I � 11 . �. *THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES - 1' j ; ,�, 11 ' � I t"', I 1 1, tl,� I , v, . �, I I �, 1 1
�i I , .1 I I I I PLE�77VE TO CONSTRUCTFONACT[VIMS . � , . --THE STEEPEST EXISTING SLOPE IN THE GRADED-AREA-IS
NIA -- �- � I : R-ORTIONS DF-LOTS -13 -9 -14 _DF-MAP-2049 ------- - ------------ I
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� . 1 ,4 1 1 1 1 1 1 1 1 1 � I , ----------,--, 14,ANLJ STRUCTURES SHOWN ON THESE PLANS HERE OBTAINED or ok I '
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-, _4EXCLUDING ANY EXISTING MAN MADE ,SLOPES). �, � I . I �. I I - I— - _ I- -, - '' p, ,.p_"__ - - i , 11 � - �-' d t
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11� �SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR . I . I I I I , I I
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� ;��t� SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. I i � � I I I 11 I , I I �
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`_ 1. ALL 'MORK W HOUT I I I I � I ' I , t. I 11 . I , , � I �
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- �d I 11 I I I "iKNOWLEDGE THERE APE NO EXISTINGUTILITIES EXCEPT AS SHOWN CONCRETE As 11 I I I I � I
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, �,, 1 ,THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS - IN THESE PLANS, HOWEVER: I : . I 1, 1�1 I I
I �?., � , 'THE MAXIMUM VERTICAL DEPTH OF CUT ,IS I I FT AND -, . ,�XIMUM 1 1 I I 11 I I . i 11 1 1
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I . ,CONSTRUCTION. THE DESIGN CONSTRUCTION STANDARDS OF THE I I 'ELY SIZED CONCRETE I , , � '' i ,
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� , 11P , � , VERTICAL HEIGHT OF FILL IS 0 FT � 1 1 I 11 I I I � I
I � I i I - ,, CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA7 I I I ; ,- , ,'�: , � , , 1��,;'-' , %
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i L I I I I i � WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO � I I ,
I � I �AAN.: '', I � 254-230-43 , t I ' I I I I I I I I ,�
- 'CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL I I I _�
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I,, .1 ' I - I ' 'MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES , - � I I I
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I ;, ., " , I 'STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM I I ,,, I Q U R � ,)V HE LIKE
INTO � : , , , .9. I ' , ) " 1;�EhA6E , , , """ , � CUT 16. F.) - 6.6 Fir , , I . . � � . I � I I
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I , i - , � , 1 11 1, -SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY I , I ASHCONCRET& SLURRY. MORTAR. STUCCO, PLASTER AND
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I � I � 11 I I I - � I I I � I - � I 1HE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING HATER. �
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III "I'l" I - .LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S I I I I I ____��t:t __2 �,
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1 I � , I I.. � ... . . .. ..... �, , I I I I I � , CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
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� ''I I I ,REQUEST FOR INSPECTION. � I , RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID I ��it`,bV',, � I , �7 "
1, '5' , 1, �;: t i �, � , L "' � � � ,, - , '' � 11 ,,` B.) AVERAGE DEPTH a VOLUME OF FILL (C IF 0 0 FT _. SHE
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: %'1 I I , '� � 'UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR - ,1111 .�tilta� "I �, - I I - I I I I I
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I 11; '7 REPORT trTut - LIMITED SITE SPECIFIC SOIL 1, � I ' � I I � I I 1 � I �
I t�,DF FILL � . AREA OF FILL (S: F: I 1 I , , I - ,,, 1.13 A W. I I , I ,
I 2. - H8 SOILS I CONSTRUCTION SItt'ACCt8&,S I � I I I � I , : ," 13.9 t ,JASON STREET
! ,� -,,i-- I - - - I -INVESTIGATION FOR THE PROPOSED RESIDENTIAL LOT LOCATED , I VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION I I
I- , I I I � I I � I . I ��-Tz_ �_� �_ I I I I � I I I , __ - _.__..,jENCINITA5, CA 11 12024 - � -- 1,
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I _- ____ - ` t� _-.77 -, 7,--DF COMMENCEMENT DF WORK: -1 L -1-1 � I I ,- - -1 � - _�
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�: ,,, STABILIZED CONSTRUCTION - s= ACCESS SHALL - BE Pmvm FOR vuu= .- 11 I I � � - - , - -1 t- , �_ � .
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SITE. -THIS SHALL I _� EXISTING SEWER IS AN B" VITRIFIED CLAY PIPE (VICK -�- , -
- ,PREPARED BY B&B ENGINEERING INC.. DATED MAY 3, 2007- , , - , 'L
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I . - � '& "SOIL UPDATE REPORT FOR THE PROPOSED RESIDENTIAL LOT I I � I A. SEWERS - LWD ,, � I I I I NCLUDE USING
MATERIAL SUCH AS GRAVEL ANDIOR CORRUGATED STEEL - IN LE1U OF CONNECTING LATERALS PER NOTE 19 ON SHEET 2. , I 1 I . I I I
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, -,I , LOCATED AT 135 W. JASON STREET, � I I I � �, I I " � , � PANELSIPLATES. - - ; 1:1 �� 12'� I I I ,_
__ � t14 1 11 CONTRACTOR MAY USE SADDLE CONNECTION PER THE FOLLOWING I I , 1''� :1 , ,� J MES LA TTIN � - , �
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I - � I : ,B&B ENGINEERING DATED MAY 24. 2009. ALL,GRAOING I � � I _ I - I i __
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I -, SHALL BE DONE IN ACCORDANCE WITH THE � - I -1 � - - - I _____ - �_ -1 - - �: CONSTRUCTION VEHICLES . -1-11-
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- '' I I -_ _ ------! =-_` ----- - I , , � --- 'EPDM RUBBER GASKET SUITABLE FOR MOUNTING TO -
- �_ ______ - I � S. CA 92024 -,--- � -- --- --- - � I I
.1 I , RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID � . � I I - -1 ,I � I I � -
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- .11, 11 11 � - C. MIA TER - BOND �, . : (BOO) 422-4133 - DIG ALERT - �
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� A , -, � -REPORT. � 11 11 � 1 I � I I �A SPECIFIC AREA AWAY FROM GUTTERS AND STORM12RAIN SHALL BE DESIGAA
TED �: , m-THE 10"OUTSIDE DIAMETER OF THE VCP PIPE. � - � � - � - '' � "' � I ' __ �'� ' ' � ' - ' , , F � li '�_ -1. -
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:�' -1 �,m -� , -:1 1 � - - - a:l. . � TELEPHONE - SBC - __ I :tEZjjPW,NT NAJNT&YANGE�. 4A R REPAIRS SHALL BE MADE
OFF-SITE. �- '' , P. .TRACE THE INSIDE GASKET DIAMETER. AT A POSITION . - ,� � ,� I I �- - I -.1-1-i-1-
, - __ ---ALL 1 -40 1 1
__ - 1-- �3. _APPROVAL LDF 'THIS PLAN DOES NOT CONSTITUTE APPROVAL OF _ � � - - � ---------- --- 1 ��45 DEG ABOVE
HORIZONTAL N1 WYE ORIENTED TO ---- -------- ----- __ __ ___ -1 I __ - - - - --,-- -
I . , - NOR OF - - - - --- ' _1 ,_�____ -_ I � JBOO) 422--4133 - DIG ALERT -, L " � I I I
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, � ", - , � Si SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, I I I � � E. CABLE TV - COX , I I -
� � �-,,DISCHAhg� IN SAME DIRECTION AS FLOW. L ;ESTWATED EARTHWORK QUANT=S - ' 6'** 1
1 ' I ' 0 -OF-WAYS. SEPARATE I , 11 1 I � 1 . ,� - I 1, I 11
I I j -,: _IMPR VEMENTS WITHIN STREET RIGHT I I - - � I I I _i I � I I I I t . I 11 I
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- __ - - I- - __ ____ : - __ EROSION CONTROL -- _______ _ 1_______1_1__.____ I-------- 1___--� ---- --
-----------,- __ �_ __ -,- - - __ - I I 1 � 1 - - - 1_ ��
__ "APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ----' - - 48 - - 7 I � I I I - COREVCP PIPE
TO MATCH THESADDLE --' I I � ,� 200 CUBIC YARDS EXCA VA TION (CUT) I 1 --- -j - -
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�_ 11 - - - . I I ,,, � 1 .2.. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE I I I � -.1- C.
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I , L - � CONJUNCTION WITH IMPROVEMENT PLANS. . -,,��,��-�,,:,-�-,,,,�---,,,�,��-1. �: � - ��
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I I - HOURS PRIOR TO BEGINNING ANY MORK ON THIS PROJECT. ,, -- 5 CUBIC YARDS EMBANKMENT (FILL) ,
� - 4 , _�,__ - 11, - - , ,, - 1
- - - - ___ 7__�iEROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. 'SLOPED _Ld. __LSTRAP THE GASKET B PVC SADDLE
TO THE VCP WITH __ ' ' - ___L3 L — ' .
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I � '� I -------------- - -_ - L , , __7 - (760) - 633-2770. - -_ - JWO 112 IN. WIDE TYPE 316
SS PIPE BANDS ) - " , 1,65 CUBIC YARDS EXPORT . - - _, I , I I I - -A
I I �� . ' 4� PERMISSION SHALL BE DEITAINED FOR ANY OFF-S __ �_ i , , _ r ,_PHONE: __� I, I � � _t, , � � �,,SURFACES
ESPECIALLY SHALL BE PROTECTED AGA1NST EROSION BY INSTALLING , - � � I ITIGHTEND � T -, � � � _ I 1 �
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1 �i , �, i - I � '. I I 7 1 I I I I __EROS10N RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE I
' 6OIN-LBS MIN. I 1 , - , I I I � I � I I � _1� I'll,
11 " �_�GRAOING. ,, , 11 I I I I � , . I I � ,
� � .. - 1_� � - . . 11- I - 1 I- - _L_ __ _ - - - - - .1 .1 - � __ , ".. _. - I 11 �- - -3. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR t,- �- ,GROUND COyER VEGETATION, AND BONDED FI TR . 1 - t I I . - .1 � I I I
, I - . . I � I - 9 . - I .1 - � - I - 9 1 , � - " - I � I :. -i
I I I - -2770. - - - .BER M4 IX . e. - VAST A 2-SACK SLURRY CONC. THICKNESS - _- : - `_ -
1; 1470 CUBIC YARDS REMEDIAL - - 9 1 'It , 9, . �t
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I ------ - ANY - NECESSARY — PRECAUTIONS -REQUIRED -___ - __,�NSPECTION. - PHONE. 1760) Z33 ___�ALL 14ORK PERFORMED -_ -_ -- - _____
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I - WEA7f j 4 F - j � ------- . . ---- �AROUND NEW SADDLE-WYE CONNECTION. CONC SHALL �,::_ M ESTIMATE DOES
NOT INCLUDE'bIHIPI I "I � . I -
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_________�: ___5. CON1 ACTOR ' I , - 'NO EKCAVATION AND GRADING ACTIVIT10 ARE ALLOWED DUt3M WET . I ,
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.1 I � � . ,WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 'To I I .1 - I � I
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I TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIO . _ 1 1, - , ) 11 1 1111 I � I �, EXTEND BEYOND
NYE. � : � I , . . I I
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