1998-5414 I (Plans) 1"
CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT EARTHWORK QUANTITIES: WORK TO BE DONE
4 GENERAL NOTES SEWER NOTE S
ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD GENERAL WATER SYSTEM NOTES IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE DOW ACCOp'OM TO THESE
REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. (LATEST CUT: 700 CY
PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SPECIFICATIONS
AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
NOTES:
STREET RIGHT -OF -WAY. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FILL: 4300 CY STREETS AND STANDARDS REFERENCE
DRAWINGS. _
CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE KITH S.D.C.
= SAN DIEGO COUNTY
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY STANDARDS COMMITTEE). THE SAN DIEGO REGIONAL STANDARD THE DETAILS AND MATERIALS AS SPECIFIED
IN THE OLIVENHAIN S. D. W. 0. = SAN DIEGUITO WATER DISTRICT
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL IMPORT /EXPORT: 3600 CY
MUNICIPAL MATER DISTRICT STANDARD SPECIFICATIONS FOR THE S.D.P. SAN DIEGO PRECAST
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO PROVISIONS:
CONSTRUCTION. (PUBLIC) CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH S.O. R. S. D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
1. TRENCH WIDTH SHALL PER SDRSO N0. S - UNLESS 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT OTHERWISE NOTED. OF THE STANDARD SPECIFICATIONS ON THE J08 SITE AT ALL TIMES.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 2. THE SUBMISSION 110 REVIEW OF ALL SMITTALS (SHOP QUANTITIES NOTE: LEGEND:
PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS: DRAWINGS, SIX SETS) AS REWIRED BY THE STANDARD
(A) ALL PIPE SHALL HAVE A 4" MINIMUM OF SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- THE QUANTITIES ABOVE ARE ESTIMATED
FOR BONDING AND PERMIT
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -MAY 3/4 INCH CRUSHED ROCK BENEATH THE CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES
SHALL BE CONSTRUCTED. CONNECTED AND TESTED PRIOR TO PIPE. USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF
NO ITEM ITEM G STO DWG SYMBOL OTY
CONSTRUCTION OF BERM CURB. CROSS GUTTER AND PAVING. 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF WORK TO BE PERFORMED TO
COMPLETE THE CONSTRUCTION SHOWN ON 1 INSTALL 6" CURB G GUTTER. G-2 11710 LR
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 THESE PLANS
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FROM BOTTOM OF PIPE TO (12) TWELVE HOURS IN ADVANCE OF WORN(.
2 INSTALL 5' WIDE PCC SIDEWALK. 6-7 C :• r y •:: 6014 OF
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH INCHES MINIMUM ABOVE THE PIPE SHALL
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. BE SAND, GRAVEL. CRUSHED AGGREGATE 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN
ON THE WATER 3 INSTALL 6" AC BERM, 6-5 262 LF
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON NATIVE FREE - DRAINING GRANULAR MAIN PROFILE. TOP OF PIPE PROFILE IS 48- INCFES BELOW
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE MATERIAL HAVING A SAND EQUIVALENT OF CENTERLINE OF FINISH GRADE OF STREET OWNERS
CERTIFICATE 4 INSTALL 5' AC PVMT OVER 6' AG BASE 20000 SF
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 30 OR BETTER. 5 INSTALL 4" AC PVMT OVER 6' AG BASE
"1 7540 SF
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT 5. INSTALL A MINIMUM i -INCH WATER SERVICE TO EACH LOT. METER IT IS AGREED
THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
SHOWN ON THESE PLANS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH
6 INSTALL RETAIN WALL, AS NOTED FERE>IN SF
BEDDING FROM BOTTOM OF PIPE TO 12 LETTER 'W' SHALL BE CHISELED IN TOP OF EXISTING CURB OR THESE PLANS.
( 7
TO BE MET BY WOR 7 INSTALL PCC HANDICAP RAM
INCHES MINIMUM ABOVE THE PIPE SHALL
IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. P G-27 2 E`A
6 LOCATION AND ELEVATION OF IMPROVEME NTS K � �
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR BE 3/4 " CRUSHED ROCK. A.B.S. SOLID IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A 8 INSTALL PCC CROSS - GUTTER, G 895 SF
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE WALL PIPE MAY BE USED ONLY WHERE 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH
POINTS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND PIPE INVERT GRADES ARE 1% OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER
DETERMINES 9 REMOVAL-OF EXIST BERM �. 4 LF
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT GREATER. AND BLOW -OFFS AT ALL LOW POINTS IN THE MATER MAIN PROFILE. ARE NECESSARY
FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
FIRE
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE THE IMPROVEMENTS.
0 INSTALL CALTRANS METAL GUARDRAIL, /A77A 372
ACTUAL LOCATION OF EXISTING FACILITIES. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE BLOW WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS,
�`� �`�,,_. _•
SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. I FURTHER AGREE TO COMMENCE WORK
ON ANY IMPROVEMENTS SHOWN ON !1 INST L T N
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS G ELECTRIC BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR 7, UNLESS OTHERWISE NOTED. CONVECTIONS
TO EXISTING MAINS THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS 12 INSTALL STOP SIGN .L1_ ! EA
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES PRESSURE TEST SHALL BE USED UNLESS OTHERWISE AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTED BY THE INSPECTOR. SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING
MAINS SHALL BE SUBJECT TO APPROVAL WORK WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH 13 INSTALL STREET SURVEY MONUMENT. 0-10 4 EA
REPRESENTATIVES. BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS THIS PROJECT OR UNDER MY CONTROL 14 INSTALL
40014 H.P. SODIW STREET LIGHT,E - 5 EA
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SORSD MINIMUM IN ADVANCE OF ANY SHUTDOWN.
THIS PROJECT ARE "UNDERGROUND NO. 17. POURED IN PLACE MANHOLE BASES SHALL BE A 15 INSTALL 100W L.P. SODIUM
STREET LIGHT,E -1 ! EA
INSTALLATIONS". FOR LOCATION OF MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF B. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ,Z
16 INSTALL 8" PVC WATERLINE -w 1117 LF
ELECTRICAL CABLES AND GAS PIPING ANO POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES, ETC.,
ANIEL T. SHELL TE
APPURTENANCES, CALL S. D. G.6 E. WITH ® -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A
17 INSTALL 10" PVC WATERLINE 200 LF
TELEPHONE: 1 6 APPROVAL. FRIDAY.
00 422 - 4133 (DIG 18 INSTALL 10" GATE VALVE ASSEMBLY 0 2 EA
ALERT) 5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER 9. LINE VALVES. WHERE REQUIRED AT STREET INTERSECTIONS SHALL APN: 262
-061 - i i 19 INSTALL 2" MANUAL AIR RELEASE ASSEMBLY -p 3 EA
8 THE CONTRACTOR SMALL NOTIFY THE PACIFIC TELEPHONE COMPANY SDRSO NO. S -13 AND S -14. LATERALS SHALL NOT BE LOCATED ON THE PROLONGATION OF
THE STREET RIGHT-OF- WAY WHENEVER POSSIBLE 20 INSTALL 2" BLOW -OFF ASSEMBLY 3 EA
.
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DISCHARGE DIRECTLY INTO MANHOLE. SITE ADDRESS: EL CAMINO REAL 2i
INSTALL 10' TEE INTERSECTION 1 EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE ENCINITAS. CA 92024
S. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER DISTRICT AND MEETING THE DISTRICT'S STANDARD 22 INSTALL 10"
x 8" REDUCER ! EA
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SDRSD NO. S -10, TYPE A. SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED OWNER /PERMITTEE: DAVIDSON
COMMUNITIES
PROJECT BOUNDARY ARE "UNDERGROUND BY THE FIRE DISTRICT. 1302 CAM1N0 VGL. MAR 23 INSTALL 8" PVC SEWERLINE, S-4
----S l3R14 LF
INSTALLATIONS". FOR LOCATION OF 7. ALL MAINS AND LATERALS SHALL BE CONSTRICTED DEL MAR , GA. 92014 24 INSTALL
SEWER MANE. S-2 a- --S --O 14 EA
CABLES AND APPURTENANCES CONTACT THE WITH 42 INCH MINIMUM COVER. It. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH
PACIFIC TELEPHONE COMPANY. CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, LEGAL DESCRIPTION: PORTION OF SECTION 24,
T13S, R4W, S8M 25 INSTALL 18" RCP STORM DRAIW(1350 - D') 0 - 0 1061 EA
TELEPHONE: 1 800 422 -4133 (DIG B. THE FINAL LOCATION AND ELEVATION SEWER AND IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR
TO CITY OF ENCINITAS, CALIFORNIA
ALERT) WATER MAINS AND LATERALS SHALL BE SHOWN ON CONSTRUCTION. 26 INSTALL 24' RCP STORM DRAIN (1350 - D1
10 - 6f)) 416 EA
ORIGINAL AS - BUILT PLANS, PRIOR TO ACCEPTANCE 27 INSTALL 30" RCP STORM DRAIN (1350 - M (0 309 EA
g IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO OF WORK. 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED LINE CROSSINGS. LINE PARALLELING. OR PROPOSED CONNECTIONS DECLARATION OF
RESPONSIBLE CHARGE 28 INSTALL TYPE 'A' CURB INLET, 0-1 6 EA
IMPROVEMENTS. AND BEAR THE COST OF RELOCATIONS IF NEEDED. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY
APPROVED BY THE DISTRICT ENGINEER IN WRITING CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER 29 INSTALL
TYPE 'A' CLEANOUT. D-9 3 EA
10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE PRIOR TO ACCEPTANCE FOR PUBLIC USE. MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 30 INSTALL TYPE 'F' CATCH BASIN, D-7 •O 2 EA
'UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
APPURTENANCES CONTACT: TELEPHONE: 1 800 - 422 - 4133 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO 13. ALL WATER SERVICES FOR IRRIGATION. MULTIPLE
RESIDENTIAL DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 31 INSTALL CONCRETE HEADWALL. D 1 EA
PIPE INSTALLATION. COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
It POWER SOURCES AND RUNS SOWING STREET LIGHTS SHALL BE SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CONSISTENT WITH
CURRENT STANDARDS. 32 INSTALL CONCRETE HEADWALL, 0-34 1 EA
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S _
SIDE OF WATER METER. 33 INSTALL WATER SERVICE LATERAL W 33 EA
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED
IN ACCORDANCE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 34 INSTALL SEWER SERVICE LATERAL, S -13 S 33 EA
ENCINITAS. PROJECT. PHONE NO. (760) 633 -2770. WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE REVIEW ONLY AND DOES
NOT RELIEVE ME, AS ENGINEER OF WORK. OF SUSTALL %'RCP STORM DRAIN("Cb -raj -- - # F
i2 NO PAVING SHALL 8E DONE UNTIL EXISTING POWER ROES ARE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CLASS OF PIPE SHALL BE USED AS
THE DESIGNATED WORKING MY RESPONSIBILITIES FOR PROJECT DESIGN. , INSTALL RLP -RAP l=NER y DI % I PIITER (D -4d) �
��
RELOCATED OUTSIDE THE AREAS TO BE PAVED. CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY PRESSURE FOR TESTING ALL PIPE. VALVES (CLOSED) AND
to jjNSTALL FIRE HYDRANT ASSEMBLY 3
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. APPURTENANCES. �� t� INSTALL PCC DRIVEWAY APKt)W (6 -14)
VA
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WAYNE PA
CO, RCE 29577 DATE ' 0 INSTALL END CAP ASSEMBLY INSTALL TYPE 'A' CURB OUTLET, 0-25 ---� 1 1 EA
CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY
UPON ..L._1_. EA
FIELD. WORK FOR A PERIORD OF ONE YEAR AFTER THE DATE OF INSTALLATION OF VALVES. 43 INSTALL WATER SAMPLE POINT
! EA
ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER 16. ALL DEFLECTIONS (HORIZONTAL
AND VERTICAL) SHALL BE MADE BASIS OF BEARINGS 4.2 rasTeu„ �� cN�t Pi,'TYPE q, p „ �_.._ t EA
REFLECTIVE FACE OR EQUIVALENT. WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER THE
BASIS OF BEARINGS FOR THE SURVEY OF THESE IMPROVEMENTS IIJSTLL t00 LOW SODIUM STREIET UrQMT
DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP COUPLING (2' PER JOINT) . NO BENDING (CURVING) OF'PIPE SHALL BE IS THE NAO 83, ZONE
6, GRID BEARING BETWEEN THE M -10 STREET
15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM PERMITTED MONUMENT IN
EL CAMINO REAL Q STA 207 +00 AND THE COUNTY OF
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO SAN DIEGO MONUMENT 54 019 XP08.
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, 0' 8' 10'
UNUSUAL ABUSE OR NEGLECT.
lE� N.85 58 ' 48" E
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYOROSEEDED 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY AS -EWILT
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK WARNING AND IDENTIFICATION TAPE ABOVE ALL r- 29
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. LATERALS E LOCATED E WITHIN PUBLIC N RIGHT S OF E WAY OR SOILS ENGINEER'S CERTIFICATE
17 ALL LUMINAIRES SMALL PROVIDE TRUE 90' CUTQFF, AND ALLOW EASEMENTS.
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. I. DANIEL 16. AOLER A REGISTERED CIVIL ENGINEER IN THE STATE OF CSiGt�IATUfZE�
15. FOR SEWER LATERAL TABLE, SEE SHEET 2. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 2 1 25 5 /
/ -IZ " "
18 CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL R.O.E.
V^TE INSTALL 4 AC PVMT OVER 6 AG. BASE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO CONDITIONS PREVALENT WITHIN THIS -SITE
WAS MADE BY ME OR UNDER MY PROPOSED 6" � AND GUTTER STD Dire G-2
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (TF FINAL ACCEPTANCE OF THE WORK. DIRECTION BETWEEN THE DATES 10-11- AND 10- LB -41. ONE COMPLETE
PROPOSED 5' W11k PCC SIDEWALK
APPLICABLE). COPY OF THE SOILS REPORT COM IDLED FROM THIS STUDY, WITH MY STD DWG G-7
17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFI E OF THE CITY
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED ENGINEER, ALONG WITH UPDATE
LETTER DATED 124,-gn FURTHERMORE, I' AEON
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE TENNIS CLUB DRIVE
THROUGH FACE OF CURB. TO GUTTER IN PUBLIC STREET. ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC RECOMMENDATIONS I CLUDED THE SOILS REPORT
FOR THIS PROJECT HAVE SAGE CANYON DRIVE
SEWERS. BEEN INCORP TE I &�T ADING PLANS AND SP ATIONS. NTS
tFtScr
18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS SIGNED: ,�O ! T. L -7.0
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. � B �Fy �,
x300 ( + / -) INSTALL 4'OOM SODIUM STREET LIMIT
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED RCE NO.: 36 o 3 0 9 y
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LANG (� _ { LN0.36fl37 P
SURVEYOR. EXP . DATE. 2� 98 W 6.3400 � d MANCHESTER $q EXII F�` @ EXIS
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER J , Q AC BERM
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" rql C��A ��` INTERSTATE 5 Ix
AND "W RESPECTIVELY. 2 INCHES HIGH INTO THE FACE OF THE f OFCUF�
CURB. ? ROFES,tj�
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A �v�� -a A L� OLIVENH ' + AIN MUNICIPAL
WATER DIST. G _ Q
MANNER AND LOCATION APPROVED BY THE INSPECTOR. s POTABLE WATER SYSTEM REAPPROVAL.
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD Mit GoNSTRUCTIOW CNAi� 90. 3 � t:*� � APPROVED BY BOYLE ENGINEERLNG CORP
MANCHESTER EXIST AC PVMT
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) , GINEI =R OF WORK : .} DIST ACTS CONSULTING L= NGINEER
ca��
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD rf CIVIL ��' `�� ( --� - --•�
of E° . _ 8 -oat -
SAN DIEGO REGIONAL STANDARDS COMMITTEE) . AND THE SAN DIEGO 43'�'-�
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE FESS/ pAi �Y tt q 5D ��N�TY MAP
�TE� k� .
REGIONAL STANDARD DRAWINGS (LATEST EDITION) . fzE LUNDST A R. C.E. DATE �10t3 Nl1MBER EXIST. CURS AND
GUTTER
ROM R.C.E. 2l 245 i��Qy Q� �� A'�S► NOTE; �� SIdNATUCtE EXpiRE PVMT S 2 YEARS AFTER DATE Mrs
INSTALL 5" AC 01/ER 6" AG. BASE AN
THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY LA NDSTr OM SSSS CAMINO DEL.. RlO SOUTH �
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY AND STE,a O� SAN VIGGO, 121 be � No. 2957 ENCINITAS FIRE DEPARTMENT O MUNICIPAL
WATER DIST. PROPOSED 6" CL F6 AND GUTTED STD OirG G-2
ENGINEER. "R VALUE TESTS SHALL BE REQUIRED PRIOR TO ASS+�C�TES - s9� t= Ax(ctq0�41- 5910P• POTABLE WATER SYSTEM APPROVAL
PAD 5' HIDE PCC SIDEWALK
CONSTRUCTION. (PRIVATE) AP _AO APPROVED BY: BOYLE ENGINEERING CORP STD DWG G-7
23 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION J, CNit. Di Consulting Engineer
I
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE O BY: WPIC& BEET S ECTION 2 .
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR / ,// EL CAMINO
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