1997-5293 I (Plans) S E WE R NO T E S
GENERAL iMPROVEMENT NOTES WATER NOTES
CARDIFF SANITATION DISTRICT R �
y
1. A PERMIT SHALL 8E OBTAINED FROM 1}iE ENdN1TA5 ENGINEERING SERVICES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK
TO BE DONE IN ACCORDANCE WiTH THE STANDARD SPECIFTCAIM 19. NEW SEVER MAINS LESS 1WRAN 36 1NGHE'S M IXAME IER SHALL K
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO FOR PUBLIC WORKS CONSTRUCTION.
(LATEST EDITION). THE SAN DIEGO INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF
�
WATER DISTRICT. THE CONTRACTOR SHAD_ AND HEREBY DOES STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATION FOR TRENCHING AND
PAVEMENT AND FINISHED GRADING BUT PRIOR TO
� (ADOPTED BY THE SAN DIEGO REGIONAL PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING.
( �
Z THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY Oi` ENCiNITAS GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE PUBLIC
WORKS CONSTRUCTION, CONTRACTOR SHALL PROVIDE FOR TELEVISION. (SEC. 306- 1.4.8)
PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO OF ACCEPTANCE. STANDARDS COMMITTEE), THE SAN DiEGO REGIONAL STANDARD DRAWINGS,
I�
CONSTRUCTION. (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS
2. UNLESS OTHERWISE DOTED, ALL CONNECTIONS TO EXISTING MAINS WILL '
2 THE STRUCTURAL SECTION SHALL K iN ACCORDANCE WITH CITY OF ENCiNiTAS BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN
` i
STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST i, TR'E1W(I.1
WDTH SHALL K PER SDRSD NO. S-4 UNLESS OTHERWISE NOTE I
BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL M�•
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE ARRANGEMENTS FOR HM "G, TEMPORARY SERVICES, ETC., PRiOR TO Z, PiPE AND
BEDDING CONDITIONS:
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. SHUTDOWN. - /
LEGEND - - SYMBOL A. All PiPE SHALL HAVE A 4 NW;HES MRS" OF 3/4 MACH CRUSHED
I* 0 ' y'j . `'
4. ALL UNDERGM A UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE 3. WHERE ELEVATIONS AND WADES ARE NOT SHOW ON THE WrA11ER
ROCK BENEATH THE PiPE.
CONS TRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, MAIN PROFILE, TOP OF PPE PROFILE IS 48 INCHES BELOW CENTER
` -- SHEET NUMBER SHT. 3
CONS -
CURB, CROSS GUTTER AND PAVING. ' •
LIf�E FINISH GRADE of STREET. B. P.V.C. AND A.B.S. TR'tISS PiPE BEDDING FROM 1�TTt;IM OF PiPE TO '' s1`WER
S
FACILtTiES 4. ALL SERVICES TO BE CLEAR ��•
(12) TWELVE Rr(�ES �IlpVfklllM ABOVE THE PIPE SHAM go BE SAND, t �,; Z � � `\
HATER W
5. THE EXISTENCE AND LOCATION OF EXISTING ING GRAVEL, CRUSHED AGGREGATE NATIVE FREE - DRAIN GRANULAR '
_
1 1i ` w b:
ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
STORM DRAIN
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES 5. CONTRACTOR TO FURNISH f INCH COPPER WATER SERVICE AND
FIRE HYDRANT
` l
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER. THE CONTRACTOR IS METER BOX FOR EACH RESIDENTIAL LOT. C. P.V.C. AND A.B.S. SOLID WALL APE
BETIDING FROM BOTTOM OF �� .• Zi � ,.�,
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING - - - - - - - - - -
FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT i. CONTRACTORS SHALL ACQUIRE A PERMIT FROM THE
PiPE TO 12 ITCHES MINIMUM ABOVE THE PiPE SHALL � 3/4 � " ' - -• • -• DRAINAGE FLOW -•�-
MOH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY + •
SHOWN ON THESE PLANS. CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK. I STREET NAME SIGN -�
WHERE PPE INVERT GRADES ARE 1% OR GREATER.
FiRE LAW/NO PARKING --r
i. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE
7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, E 110 90MLK SIGN (SEE DTL SHT. 8)
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENT'S PRiOR TO EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE 3. AFTER COMPLETION
OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER i � LS"IV P 15/t3A1 + CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY CONSTRUCTED.
SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE ' II
OF THE INSPECTOR. AiR PRESSURE TEST SHALL BE USED UNLESS ' ` ' t� .� 3Q R E � r c. / 4i
� 300 4 ,�
�SE�t> ="J
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY C
+ +
. +
OTHERWISE DIRECTED BY THE INSPECTOR
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE !!. PROVIDE AiR RELEASE ASSEMBLES AT ALL MICH POINTS IN WATER MAIN.
+
1
ZI < ^ -
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER N0. t7. ' � 5 '
� GRAPHIC SCALE 1"= 150'
9. CON IMACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CiTY OF "
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR ' I =
7. THE CONTRACTOR SHALL NOTIFY SAN DECO GAS AND ELECTRIC COMPANY ENCINITAS FOR ANY EXCAVATION MATHIN EXISTING CITY RIGHTS-OF-WAY. '
+
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE FINISHED COMPLETE AT THE TIME OF POUR. PRECAST MANHOLE BASES
' + _
HIS/HER WORK WITH COMPANY REPRESENTATIVES. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS
BE TAKEN WHERE ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR SYSTEMS WITH ' x SHT. 5
WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY. INSPECTOR'S APPROVAL. SHT. 4'
+ I
NOTICE: ALL ELECTRICAL AND GAS SERViC2_SS WITHIN THiS PROJECT ARE CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE a
s ILEN + '
`UNDERGROUND INSTALLATIONS*. FOR LOCATION OF ELECTRICAL RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER THE OF 4 ING41 SEWER
LATERALS PER SORSD N0. S-13 ,.
LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUiTO AND S-14, UNLESS OTHERWISE SHOWN. LATERALS SHALL NOT DISCHARGE
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE DIRECTLY INTO MANHOLE. _
SAN DIEGO GAS & ELECTRIC COMPANY.
WATER DISTRICT OFFICE. NICE ST1p9S Dan 6 'S`°'S ' ,• � '
TELEPHONE: (600) 422 -4133 - - - - --
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SORSD NO. S - � • - - - - - - - -' -_ =
--
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PF{OVEO
8. TH'E CONTRACTOR SHALL NOTIFY PA BELL PRIOR TO STA3iNG WORK NEAR
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN TYPE A. CITY ENGINEER DATE ST W AR W IC K AV ENUE
COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY DEGUITO WATER DISTRICT'S SPECIFICATIONS.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MRMI-
REPRESENTATiVES. MUM COVER. OWNER'S CERTIFICATE PUBLIC SEWER PER CS -247
12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPART -
NOTICE:- ALL TELEPHONE SERVICES WITHIN THiS PROJECT BOUNDARY ARE MENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR 8. 1HE FINAL LOCATION
AND ELEVATiCIN SEWER AND WATER MAINS AND
INSPECTION OF PROJECT 1'f IS AGREED THAT H NDiT
FIELD COO MAY REQUIRE
.
'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND LATERALS SHALL BE SHOWN O N ORIGINAL AS -BUILT PLANS, PRIOR TWO CHANGES
TO THESE PLANS.
APPURTENANCES CONTACT PACIFIC BELL ACCEPTANCE OF WORK.
TELEPHONE: (800) 422 -4133 13. FILL AREAS MUST BE COMPACTED TO 9076 PRIOR TO PiPE INSTALLATION.
. ALL DESIGN CHANGES OR SEWER MAINS SHALL BE APPROVED BY THE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
14. APPROVAL OF THIS PLAN BY SAN DfEt�111'O WATER DISTRICT 9
DOES NOT SHALL HAVE REGISTERED CIVIL ENGINEER MAKE SUCH _
E• 17 SHALL K THE OF THE DEVELOPER TO CONTACT THE UTILITY CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION DISTRICT ENGINEER
IN WRITING PRiOR TO ACCEPTANCE FOR PUBLIC USE. CHANGES, ALTERATIONS OR ADDITIONS TO THESE '
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE OF, OR THE EXISTENCE OR NEXISTENCE OF, ANY UNDERGROUND PLANS
WHICH THE CITY ENGINEER DETERMINES ARE ENCiNiTAS BLVD
ON
COST OF RELOCATIONS, E UTILITY, APE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
NEEDED. t0. FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE INSTALLATION. NECESSARY FOR AND DESiREABLE FOR THE PROPER
e
COMPLETION OF THE IMPROVEMENTS.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE t5. ALL E'!RS'TA+1G FAClL1TTES rMHiCFi MAY EFFECT FINAL DESIGN, LE, 11. 7W CONTRACTOR SHALL
NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT CR0 LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD
4S HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION I FURTHER AGREE TO COMA WORK ON ANY
��,
(800) 422 - 4133. VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROJECT. PHONE N0. 633 - 2770.
IMPROVEMENTS SHOW ON THESE PLANS WITHIN
- OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS �
PROJECT - ,,
(PuBM 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS OVEN t2.
CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT A SITE
'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN WRITTEN PERMISSION BY WATER DISTRICT. SERVICES DEPARTMENT FOR ANY EXCAVATION
WITHIN EXISTING CITY TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL SANTA FE DR
�+��- OF-WAY. WORKING DAY UNTiL COMPLETED, IRRESPECTIVE AND
THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE
CITY OF ENCINITAS. t6. WATER To COMMERCIAL DEVELOPMENTS SHALL HAVE AN INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH ' t
13. THE CONTRACTOR SHALL AND FIEREBY ODES GUARANTEE ALL WOW OR A THIS PROJECT OR UNDER MY CONTROL n G
it
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. G
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK 1��
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR
BY: CARDIFF GLEN GROUP. LLC (� �, 01 is
OUTSIDE THE AREAS TO 8E PAVED. COUNTY RIGHT-OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, BY THE OWNER AND SHALL REPAIR OR REPLACE
ANY OR ALL SUCH WORK, 7-
eRANDYWINE DEVELOPMENT CORP.. J► � 2 _
MAINTENANCE, AND ANNUAL TESTING OF BACKFLOW DEVICE ARE WITH ANY OTHER WORT( WHICH MAY DISPLACED IN SO MA MEMBER n
y
A 13. PRIVATE ROAD HEREON ARE FOR INFORMATION ONLY. RESPONSIBILITY OF OWNER. DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
� T�
CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE
RESPONSIBILITY OF ANY KiND FOR THE DESIGN OR CONSTRUCTION OF THESE 17. MINIMUM HORIZONTAL SEPARATION OF tO FEET REQUIRED BETWEEN FiRE
WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY Z �!� �
PRIVATE IMPROVEMENTS. (IF APPLICABLE). HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
JAMES BARISIC, PRESIDENT DATE
4. ACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE DECLARATION OF RESP+�NS'IBLE N�HARI E WARWI
CK
(Pt1BLiC, 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE tD. UTIITES TO MAINTAIN MWN 5 FOOT SEPARATION WHEN PARALLELING
1 �
OF LIGHT ABOVE THE HORIZONTAL WATER SERVICES. APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE i HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK AVE
ALL PUBUC SEWER LINES, AND PORTIONS OR SEWER LATERALS LOCATED FOR THiS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
ROSSiNi DR. N m
15. THE CONTRACTOR SHALL REQUEST FROM THE ENCINEERRNG SERVICES 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY 00SIM WITHIN PUBLIC
RiGHT -CIF -WAY OR EASEMENTS. CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 0 4m
ST S C. THAT IN SECTION 6703 DE THE BUSINESS AND PROFESSIONS N j
DEPARTMENT A PRE -CONSTRUCTION MEETING AND SHALL PROVIDE AT LEA WATER FACILITY (FIRE HYDRANT. METERS, VALVES, VALVE BOXE ET 15. FOR SEINER LATERAL
CABLE, SEE SHEET 8. �C�1N ��� 0
48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 633 -2770. ARE EFFECTED BY ITS PROJECT. CODE, AND THAT THE DESIGN
IS CONSISTENT WITH . N
CURRENT STANDARDS. N.T .�
16. THE DEVELOPER SHALL BE RESP WSrBLE THAT ANY MONUMENT OR BENCH 20. CONTRACTOR TO SUPPLY DOCUMENTATION 940WING THAY ANY ASBESTOS
16. S AS- 8i1111" DRAWINGS MUST BE SUBMITTED PRIOR TO FRtAt ACCEPTANCE � U �
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND THE '
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A WORK i UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
NEW ENGINEER OF WORK: 0
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION.
AND SPECIFICATIONS BY THE CITY OF ENCiNiTAS IS Q - �e- 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO CONFINED TO A REVIEW
ONLY AND DOES NOT RELIEVE ME k 6 w , _
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PPE LENGTHS MAINTAIN ANY PUB
ALIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR D� b�6
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND � DANIEL C GR C)T H R.C.E.
23600 Z ?C
WATER SERVICE BY CHISELING THE LETTERS 1S' AND W. RESPECTIVELY. 2 WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PiPE FOR CURVED MAY
BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO PRO DESIGN. 1 C- LIP ' 7w#,r r&w �'� � O>D EXP. tZ -31 - 01 () Q
1rMPR0't/EMEIVTS As sRlbrtAV O+v T�+'S AVtN 5�'3FrE5 � Z
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND MAINTAIN THE PUBLIC SEWERS. W
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE INCHES HIGH INTO THE FACE OF THE CURB.
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 - FOOT a�tJUIREMEItll3 AS sra7�o /A! 7f+� F /�l/AL A/nT /CE OP
/IPP�VKt W
SHALL BE PAINTED ON THE CURB IN A MANNER PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII 18. WASTEWATER DISCHARGE .PERMITS
AND PLUMBING PERMITS ARE R�� Tfi►S TIPACT AJ�o TztF Srn4AIDA�S Face PR /y{1TE �pFEssio / - d
18. THE ADDRESS OF EACH LOT __ __
AND LOCATION APPROVED BY THE INSPECTOR. BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS PRIOR TO CONNECTION TO
SYSTEM. :5 - ,�N W
s & ASSOCIATE S
r-
WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. Ccn•••a,�.a _ /- Z 3- 2400 �. ��„'I` Win
USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT 57 V�v �. �F3AQ oA' " 0 ...
jD w
THE STANDARD SPECR'tCATIONS PLAIN END PIPE LENGTH FORM A CHORD. USE DEFLECTION COUPLINGS ON
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO EACH END OF THE CHORD AND CONTINUE THiS COMBINATION THROUGH THE
IA. �
19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TO A C a t i f e r >R i s C o r p e r a t i o t<
��
•��'� CARDIFF SANITATION DIST. ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DIST. "AS- BUILT" N� '' 0)
STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. -_ PIPE
Corporate Office: 760.942.5147 0
LENGTHS SHORTER THAN 9 FEET WALL NOT BE USED UNLESS SPECIFICALLY RECORD DRS' i1 IA P.E. EXP.I c�vt�
�
��-` 605 Thief Street Fax 760.942.9976 _ 0
WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS AUTHORIZED BY DISTRICTS REPRESENTATIVE. _ TM F*CORD DRAWING IS NOT WARRANTED BUT
erLi'•VED 10 � � 3 �� DATE Encinitas, CA 92024 = (D COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD VRAWA (LATEST
1#PRESENT CONDITIONS UPON COMPLETION Of Cc ~•w,�FiUC:l�fl. 4/f /o/ BYE DATE'
WITHIN REASONABLE TOLERANCES. BASED UPON THE ,:�FW,4ArON REVIEWED BYE
EDITION ) . AFP4ZDVeD MX& REVISIONS Apr moveD CAre FURNI i � ENGINEER PERTAR4ING TO CHANGES b1AGa
([�
REV. S. 0. S4•H . 3 4 4. A)D ADD m WO PJ�KING1- �' / 00 � �4,0 d O
`,� -A/ BYI AA -AA DATES APPROVAL s :yes �w >x►Te
S- LA SH, 9 • S . t1aT• r a FIRE LAP1E SZGtNS rV t N �' 4I S/o l A S $UI L r It • f t. INSPECTOR
DATE w
51.1.(0. Q'EV. 6RIp14E,bN , t81►,IIA,14A 4A . � SF+ET. 2,3,4,10, 9 1 1 L
REVISIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY SERVICES DEPT I K "'"" b ` " EyK ` ✓ APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
• E"
EXPEND 5EWE2 I D DESCRIPTION: -COUNTY OF SAN DIEGO BENCH MARK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP
VIED IMPROVEMENT PLAN FOR: 5293-1
A00 L-ATE2AL'b, SNT. 10 -
LOCATION i LOiM OF S� AT �T AVENUE � 1 =4 DATE: BY: CARDIFF GLEN ~
_ = AND SHEMELD AVENUE 5- e>a... _ o
ADD SEWER CUTOFF WALLS aQ R1:tX>� FRO COUNTY OF SAN DIEGO VEINAL CWTROI R.C.E. N0. 34314 DATE: 1 60 DATE:
- 0S
SHT 2i b VERTICAL CONTROL B 1 =8' STEVEN J. B RGER W PROJECT 140 TM 99 _229 SHEET
1 F 16A z
BY: OATS: �� ) �(p. 9 -30-03
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText