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2003-1392 I (Plans) WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE GENERAL NOTES WATER NOTES (SAN DEGUITO WATER DISTRICT) IMPR 0 VEA4ENT PLAN FOR PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION i A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED STREETS AND STANDARDS REFERENCE DRAWINGS. ENGINEERING SERVICES DEPARTMENT FOP ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO S.D.C. - SAN DIEGO COUNTY CAL LE M STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE G D AL EN A S.D.W.D. = SAN DIEGUITO WATER DISTRICT ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY S.D.P. = SAN DIEGO PRECAST OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS '19" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN CONSTRUCTION. (PUBLIC) DEGUITO E WR LEGEND: DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT HYDROSEED NOTES ESTDMTED QU S CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN NO. ITEM & STD. DWG. SORSD SYMBOL QTY PROJECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. Oi INSTALL CURB GUTTER G -2 86 LF CUT 0 C. Y. FILL 0 C. Y. SHALL BE CON 4 ALL UNDERGRO UTILITIES WITHIN THE RUCTED, CONNECTED AND TESTED E STREET RIGHT -OF -WAY 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DIRIVEWAYS. E. HYDROSEED. O INSTALL CONTIGUOUS SIDEWALK G -7 1,145 SF NO GRADING PROPOSED (PEA THESE PLANS) ST PRIOR TO - CONSTRUCTION OF BERM, CUB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 1. Hydroseeding shall be applied to all slopes that BOX FOR EACH RESIDENTIAL LOT. are graded 6.1 (horizontal O3 PROPOSED SAWCUT AND REMOVE EXISTING AC - 86 LF 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND to vertical) or steeper when they are: FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE a. Three feet or more in height in fill areas. O4 PROPOSED PAVEMENT GRINDING AND OVERLAY - � � � � 184 SF SOILS ENGINEER IS CERT�T A OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. b. Five feet or more in height in cut areas unless O INSTALL 4" AC PAVEMENT OVER 9" CLASS II A8 N/A 172 SF THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7, INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB IF NJO SIDEWALK slope is not subject to erosion dire to the I. pr4A1 ^14U4 A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTS OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE erosion resistant character of the material as CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. approved by the City Engineer. © INSTALL PCC DRIVEWAY APRON G -14 2 EA MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT 2. Irrigation shall maintain the moisture level of Oj INSTALL TYPE "A" CURB OUTLET D-25 L�J 2 EA CONDITIONS PREVALENT WITHIN THIS SITE WAS MAGIE BY ME OR UNDER MY SHOWN ON THESE PLANS. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER the soil at the optimum level for the growth of DIRECTION BETWEEN THE DATE AND 4- 23 - Zo 0 'L ONE MAIN. the hydroseeded growth. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. Hydroseeding mix shall consist of all the RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 9• CONTRACTOR SHALL OBTAIN ENCROAD44ENT PERMITS FROM THE CITY following F URTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY a. Seed mix shall consist of no less than: RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND RIGHTS-OF-WAY 1. 20 lbs. per acre of rose clover LOT LINE BEEN INCORPORATED IN THE IMPROVEMENT PLANS AND SPECIFICATIONS. FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 2. 20 lbs. Per acre of zorro fescue DEDICATION LINE REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, 3. 3 lbs. Per acre of E school cia californica / ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS AND THE 4. 4 lbs. Per acre of achillea millefolia EXISTING CONTOURS - 255 - - -- SIGNED: -c> 5/ ila� RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER 5. 3 lbs. Per acre of alyssum (carpet of sno ) PROPOSED CONTOURS , 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINES AAE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER 6. 112 lb. Per acre of dimorpholeca �t� r ��\ �► �► COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. 7. Items c, d e, and f of this subsection may EXISTING EASEMENT - -- - - CONSTRUCTION TESTING & ENGINEERING, INC. r No. 7, AND SHALL COORDINATE HIS WORK WITH COMPANY be omitted on locations where the area being 2414 VINEYARD AVENUE, SUITE G p 01013 REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE hydroseeded is not visible from either a PROPOSED EASEMENT - - - - - ESCONDIDO, CA 92029 ( Exp. _ PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN public street or residential structures. _ PHONE: (760) 746 -4955 1 :/31/04 / NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICTS SPECIFICATIONS. 8. Item a of this subsection must be inoculated CENTERLINE FAX: (760) 746 - 9806 THIS PROJECT ARE "UNDERGROUND with a nitrogen fixing bacteria and applied EXISTING SEWER S S. INSTALLATIONS ". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION dry either by drilling or broadcasting ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE before hydroseeding. EXISTING WATER W W LEGAL DESCRIPTION APPURTENANCES, CALL S.D.G.& E. FOR INSPECTION OF PROJECT. 9. All seed materials shall be transported to TELEPHONE. 1 800 422 -4133 (DIG ALERT) 13. FILL AREAS MUST BE COMPACTED TO 90%. PRIOR TO PIPE the jobsite in unopened containers with the EXISTING TELEPHONE - -T INSTALLATION. California Department of Food and EXISTING GAS THAT PORTION OF THE SOUTHEAST QUARTER OF THE e THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO Agriculture certification tag attached to,or NORTHWEST QUARTER OF SECTION 15� TOWNSHIP 13 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE 14 APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A printed on said containers. SOUK RANGE 4 WEST, SAN BERNARDINO MERIDIAN HIS WORK WITH COMPANY REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE 10. Non -phyto -toxic wetting agents may be added EXISTING EDGE OF PAVEMENT -- IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR to the hydroseed slurry at the discretion of ACCORDING TO OFFICIAL PLAT THEREOF. TOGETHER NOTICE ALL TELEPHONE SERVICES WITHIN THIS STRUCTURE WITHIN THE LIMITS OF PROJECT. the contractor. PROPOSED GRIND LIMIT LINE W ITH THAT PORTION OF LOT 5 OF ENCINITAS PLAZA/ PROJECT BOUNDARY ARE INCERGPOLNNO b. Type 1 mulch applied at the rate of no WESLEY HOMES UNIT NO. 1, IN THE CITY OF ENCINITAS INSTALLATIONS ". FOP LOCATION OF 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE less than 2,000 lbs. Per acre.Type 6 mulch PROPOSED SAWCUT LINE COUNTY OF SAN DIEGO. STATE OF CALIFORNIA, ACCORDING CABLES AND APPURTENANCES CONTACT CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE (straw) may be substituted all or part, for TO MAP THEREOF NO. 8116 FILED IN THE OFFICE OF THE PACIFIC BELL. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS hydraulically applied fiber material. When COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28. 1975. TELEPHONE i 800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON straw is used it must be anchored to the 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS LNNDER WATER slope by mechanically punching no less than CONTACT THE UTILITY AGENCIES, ADVISE THEM of THE PROPOSED MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 50% of the straw into the soil STATEMENT OF ENGINEER OF WORK A.P.N.. 258- 112 -27 S AND BEAR THE COST OF RELOCATIONS IF NEEDED. c. Fertilizer consisting of ammonium IMPROVEMENTS. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN phosphate sulfate, 16 -20 -0, with 15% sulfur THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SITE ADDRESS ALL TELEVISION WIT APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S applied at the rate of 500 lbs. Per acre. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 170 CALLS MA 'L T ELEV I INS TALLATI O NS" . > WIT FOR LOCATION OF CABLES AND SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 4. Areas to be hydroseeded shall be prepared prior to ENGINEEEA'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK . 9202 A 10 A ON SERVICES WITHIN THIS PROJECT ARE APPURTENANCES CONTACT. TELEPHONE' 1 -800- 422 -4133 OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT hydroseeding by., PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS ENCINITAS CA. 92024 EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW a. Roughening the surface to be planted by any or REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 12 POWER SOURCES AND HUNS SERVING STREET LIGHTS SHALL BE DEVICE ARE RESPONSIBILITY OF OWNER. a combination of. REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OWNER/PE SHOWN ON THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE i. Track walking slopes steeper than 6:1. FOP THE PLANS PREPARED 8Y THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO 2. Ripping areas that will not break up using ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, SAN DIGUUITO UNITED item 1 above. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS METHODIST CHURCH WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER b. Conditioning the soils so that it is suitable OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY ENCINITAS. SERVICES. for planting by: AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 170 CALLS MA 9202 A 1. Adjusting the surface soil moisture to FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS 858 -7 3- 82 92024 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY � 858- 753 -6582 RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) provide a damp but not saturated seed bed. ERRORS, DA OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING THAT ARE AFFECTED BY THIS REJECT. 2. The addition of soil amendments, ph WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF OBTAIN APPROVAL OF THE adjustment, leaching or covering saline THE WORK PERFORMED BY THE ENGINEER. 13 THE CONTRACTOR SHALL NOTIFY AND CITY ENGINEER PRIOR TO MAKING OBTAIN IN THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS soils to provide viable conditions for OWNERS CERTIFICATE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A growth. FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. Hydroseeded areas shall be maintained to provide a /d i ata4-v ZOO IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE' CHANGES TO 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYRE 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS vigorous growth until the project is permanently 6Y: v" � THESE PLANS. REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED landscaped or, for areas where hydroseeding is the WAYNE PASPU DA IE ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND permanent landscaping, until the project is completed 15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COU:L REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR INGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE and all security released. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FES ADDITIONS TO THESE FLANS WHICH THE CITY ENGINEER L E pR SI Or` ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER CO M P L E TION S OF FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION O A . ql 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL RCE No. 29577 jOqS, �2 THE IMPROVEMENTS. FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE '� Q �' �' WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE ,y 3 0 = I FURTHER AGREE TO CO MME NC E WORK ON ANY IMPROVEMENTS SHOWN ON G HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINATION THROUGH/ THE CURVED ALIGNMENT CD No. 29577 "' THESE FLANS WITHIN EX CITY RIGHT -OF -WAY WITHIN 60 DAYS U.J UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN PASCO ENGINEERING INC. Exp. 03/31/07 a AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH 94 WILL NOT BE USED LffiLESS SPECIFICALLY AUTHORIZED BY DISTRICTS 535 N. COAST HIGHWAY 101 {Y 1} WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, 17 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW REPRESENTATIVE. SOLANA BEACH CA, 92074 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. q� � CAl-� � 21. THE SU9JECT PROPERTY IS CURENTLY SERVED BY A 2" WATER PE 1137 • 18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION PETER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD SAN GIEGUI TO UNITED METHOD T CHURCH ATE CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY C/0 WALT STEWART (PROJECT MANAGER) CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT �rl�,v [N �H��Rp��tsoN Of TRUSTEES 19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OA SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT MALL BE SECURED AND INSTALLED BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUITO WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH .20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 22, ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. 5 SURVEYOR. 40 51te 21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S" AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A - MANNER AND LOCATION APPROVED BY THE INSPECTOR. t 21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD Y Encinitas Blvd. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), Calle Magdalena THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY Requeza Street ENGINEER. '1R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (PRIVATE) ENCORTAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT AS - GUILTS APPROVE APPA /OED A::2� 8 2 ' / WANE Y A PASM 1C� lYlA /1147 -D7 14 4 DATE: ' DATE: z % ,Y RCE 2.9ST7 DATE: NOT TO SCALE U) t�rt�a�s' r�✓� Y�rvazs A� psarrc REVISIONS APPROVED DATE REFERENC S DATE BENCEMIARK SCALE DESIGNED BY DRAW BY CHECK BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. LOWER TC�AS Q+ViL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: P. C. 00 -183 0 , - AL PANEL LOCATED 40' ��� � Z � SOUTHWEST CENTER OF DATE: fa o BY: BY: T T �* _ AC AT CALLS MAGDALENA. A44-6- CALEB MAGAUF *T A 13 9 1 PER DUDEK AND ASSOCIA TES TOPO. R . C . E . NO . 29577 DATE: 04 DATE ELEV 136.22' W NE PASCO EXP . 3 -31 -02 SHEET 1 OF 2 Thu, Feb 19,2004\ \Server \JOB FILES \1137.pro PE 1137 1 : .._:• -: . :_ -_ ._- . .... _ _ .. `. /.{fir � _ .:y .- _.... ..: •. _. -.. - _ 4 77 j -b- j i7 _ L 4 IL T I j S�A 4 4er 7 8 +75 9 +00 9 +25 � y .... 72' pow is' 40 is' 115' PARKWAY 45' 20' CIL f#DW 20' 5' !i' PARKWAY GRAPHIC SCALE 1 " =20' 2' 2' ----------- I - - ---n -- _ 60 — — I Q911v0 AND OVEF�AY — — — — — 4 �.... � T LAAVSCAPEPAAG BY 2' EXISTING PAVBCVT PPOOOSED CIM GUTTER AM PI�VII� 6 CURB DATA EXISTING aye amFR ANO IEPLAGE 2' of Exrsr S IDEWALK PER G-2 s G-7 AND SIDEWALK PER SOILS PAVEMENT WALK AC PAVE " CLASS II AGGI�GA TE BA SYMBOL RADIUS LENGTH d /BEARING RECOM�►EMaATIQNS. 4" MDV AC PAVEME1Jr OVER 9" CLASS II AGATE BASE. �NEA TH � � GUTTER � ( C - , ) 774.00 ' 54.99' 04 0 04 'I 7 " � II SECTION E CALLE MAGDELENA rr�.o C2 35.00' 30.60' 50 05 42' _ _ SCALE: NTS • , 1 y S NOTES 1. AN EASEMENT FOR ROAD, SEWER WATER, POWER AND TELEPflqNE LINES AND INCIDENTAL M _- PLX4POSES, RECORDED APRIL 22, 1970 AS INSTRUMENT ° _-�= _ �, '�' -. -�` � 1 .� � N0. 69004 OF OFFICIAL RECORDS. � �� — � \ o �,\ M M � F ' ••-� � ,� , � � — — - �- w �^ EXISTING 40 EASMENT 0 2. EXISTING AC PAVEMENT ALONG CALLE MAGDALENA 1j ✓ ¢ ¢ _ a �; � � � � v `}' � �� -- -- FY M SEE NOTE THIS SI -IF; o U*) -- TO BE CORED A/� INSPECTED BY SOILS ENGINGEEA. � z � -� � �; � � z .:�,�; �, O;n � � FS =1� REMOVE AND REPLACE EXISTING AC PAVEMENT - �_;` v U � �'�'► ._ , � o '_�' a: 0 38.Of 32:4 , � �+�« X . �t � � PER SOIL REPORT. �' � -- ° w � � ' - < rn' - J �- — T 1 .50 - _ _ ` � - � - > 73'�37 -58'� l � m � w �, _ �� �'`,�; �..� � / .T, � � +� – PROP� TER l 2 os 5 ' o cn ° -� `'�� �����• .<� (16i J M z \ PER SORSO G -7. 0 o m � � _ .. - - `L��W i2 " �p TER MA' . � N � ^ `'' _ � i N \ ________ -- � W EXISTS � � � {., � � ^ PRO�(3SED S WL�T LINE O3 _ ` . �. � � w / � �Il��r` � 9 +� — � \ PROPOSES AND L III � � F lie . -�`, o- 25' / asphalt � ��--- _ I ~ —I -- � — Q� N � EXIST 25' EA T x ° � � � � � ��. ti E ! 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OOFt . >` c� O °� cD FS =136 � / • '_ � �—aS = _ _ VE A REP�ACE 2�` EXISTIl1�S -� X • � , U n, s E C A A SOILS PAVNT x SEE GRADI PL asphalt _ � � X1392 -G FO�ON -SITE � n o VEM4ENTS � \ t%% Z ::) o V) ex ex 9as' FS =135.76 X as FL= 134.88 00 as co �'���' r " 3 � ` � "` ,.�' � `n I / e ��t v X33.53 " '` � - (l6 00 // / I �� j � f � ,��= .l \ \ � "� ', FS =l35 � x /' x D►RIVEW�X x APRONS x -� � PROPOSED TYPE A C 9+8 1.46 U4B OUTLET PER � � Dt 25UR8 OUTLET 4 6.43 ' ._. , X � �: � SORSD D-25 d - � TC= 135.22 � S e vault i�9 � ` / \ r �� �o � � � 9+ 77,74r - .PT 44.7 7' N \ J ; 11 - asphalt �,' � D-25 CURB �> > �,��.� ►`� ►`� M ` TLET CD _ a x AS - BUILTS i rc =135.22 X \ — u u X \ PLAN VIEW CALLE MAGDALP.NA -c In � YW A PASCA SCALE: 1 "=20' RCS 29 577 D�CfE� � �710 � gn DRAWN BY CHECKED BY DESIGNED BY APPROVALS CITY OF ENCINITAS ENG G DEPARTMENT DRAWING NO. " REVISIONS APPROVED DATE REF EN ES DATE $� � SCALE MH R WAP w LOWE.K TC ASNil7 (S' AERIAL PANEL LOCATED 40 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT DF: P. C. 00 - 183 c SOUTHWEST CENTER OF SSE PLAN DATE: a L��1� -- . 5 10 CUL DE SAC A T CALLE MAGDALENA . � Y BY: ��ii/1.�– BY: C - - MAGD A 1392 —I a PEA DUDEK AND ASSOCIATES TOPO. SEE PLAN � �� R . C . E . NO . 29577 DATE: 0 DATE: ELEV 136.22' 3 ¢ D� YNE PASCO - -� EXP. 3 - 31 - 03 SHEET 2 OF 2 Wed, Feb 18,2004\ \Server \JOB FILES \1137 .pro PE 1i37