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1993-3425 G (Plans) LEGEND SCALE 1" = EXISTING CONTOUR ZOO' PROPOSED FINISHED GRADE CONTOUR 100 ----- 0 200 400 600 CUT /FILL SLOPE (2:1 MAX) EL CAMINp REAL FINISHED LINE .C, y/ 19 ,. FINISHED SURFACE ELEVATION F.S. �2 Z FLOWLINE FL. O D of a� SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS R.S.D. WIDTH SHOWN �p� Q D ON PLANS 6' - g TYPE "B" BROW DITCH, RSD D -75 --► �s °► "'� W N 2' 1.5' o � 1.5' 2' 7 O r ,.� '--- , -------- - - - - -- TYPE "D" TERRACE DITCH, RSD D -75 ®► =s mr � ic I f A o FINISH GRADE DOWNSTREAM RIP -RAP ENERGY DISSIPATOR, RSD D -40, TYPE 1 FIN SIH GRAD 11 E UPSTR Q SEE SECTION 300 -6, ______:______ STANDARD SPECIFICATIONS ;J D 560 -C -3250 CONCRETE OR ----"""-'' SILT FENCE OR ANCHORED STRAW BALES 2 A.B.M. REINFORCED WITH l RIP -RAP NOT SHOWN (SEE DETAILS ON SHT. 3) 6 "x 6" 10/10 GAGE W.W.F. 1/4 TON RIP -RAP ENERGY DISSIPATOR PER R.S.D. D -40 VIEW FROM DOWNSTREAM SANDBAGS 1 BAG HIGH (SEE DETAILS ON SHT. 3) ••••.•�• «•••• Z VIEW FROM UPSTREAM WEIR CROSS- SECTION Z SAND BAGS, 2 BAGS HIGH (SEE DETAILS ON SHT. 3) •N* OVERFLOW WEIR DETAIL W SANDBAGS, 3 BAGS HIGH (SEE DETAILS ON SHT. 3) \ NO SCALE i i O t KEY MAP NOTE: FOR ADDITIONAL DETAILS SEE SHEET 3 r - GENERAL NOTES SPECIAL NOTES ENVIRONMENTAL DATA GRADING NOTES STEEPEST EXISTING NATURAL SLOPE ON SITE 457+ TYPE D' TERRACE DITCH 1. All work shall be done in accordance with these plans, the THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE MAXIMUM VERTICAL DEPTH OF CUT 22' standard specifications for public works construction, the 1. All grading shall be observed and tested by a qualified soils CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S MAXIMUM VERTICAL DEPTH OF FILL 21.5' PER R.S.D. D -75 design construction standards of the City of Encinitas and the engineer or under his direction. He shall observe and test SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF San Diego area regional standard drawings. Any changes or the excavation placement and compaction of fills and backfills THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR AVERAGE DEPTH OF CUT 5.0' revisions therefrom shall be approved by the City Engineer and compaction of trenches. He shall submit soils reports as ENFORCEMENT. AVERAGE DEPTH OF FILL 9.6' prior to any request for inspection. required and will determine the suitability of any fill material. Upon completion of grading operations he shall 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE 2. The soils report titled Geotechnical Investigation, Home Depot, state that observations and tests were made by him or under SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DECLARATION OF RESPONSIBLE CHARGE El Camino Real and Olivenhain Road doted May 30, 1991 by ICG, Inc. his supervision and that in his opinion, all embankments and DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING shoif be considered as part of this grading plan. All grading shall be excavations were constructed in accordance with the approved SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO done in accordance with the recommendations and specifications grading plans and that all embankments and excavations are ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, table for their intended use. See soils reports for specific LAWS AND REGULATIONS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, " „ PCC DITCH Flee (See Sheet 3 for "Soils Report Adendo list. recommendations.) "vc 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANI:) PROFESSIONS ' PER R.S.D. D -75 3. Approval of this plan does not constitute approval of sizes, 2. The contractor shall properly grade all excavated surfaces to COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PER R.S.D. D -75 location and type of drainage facilities, nor of improvements provide positive drainage and prevent ponding of water. He COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF within street right -of -ways. Separate approvals and permits shall control surface water and ovoid damage to adjoining ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS for these shall be required in conjunction with improvement properties or to finished work on the site and shall take APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT plans• remedial measures to prevent erosion of freshly graded area HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT + N until such time o permanent drainage and erosion control HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL DESIGN. 4. Written permission shall be obtained for any off -site grading. measures have been installed. LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY THE AUSTIN HANSEN GROUP 5. Contractor shall take any necessary precautions required to 3. All areas to be filled shall be prepared to be filled and fill ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 9605 SCRANTON ROAD, SUITE 300 gY F protect adjacent properties during grading operations. shall be placed in accordance with standard specifications. . SAN DIEGO, CA 92121 2.2' ENGINEER Anything damaged or destroyed shall be replaced or repaired to All vegetable matter and objectionable material shall be (619) 552- 1010 �, 7 75' condition existing prior to grading. removed by the contractor from the surface upon which the fill 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND , is to be placed. Loose fill and alluvial soils shall be LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD 6. The developer shall be responsible that any monument or bench removed to suitable firm natural round. The exposed soils OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS BY: �/ DATE: /Q"Q ? mark which is disturbed or destroyed shall be re- established shall be scarified to a depth of 6 and then compacted to a ARE NECESSARY BECAUSE OF LOCATION OF NEW WORK. ROBERT C. HAYNES, .GE. 25593 and replaced by a registered civil engineer or a licensed land minimum of 90 percent. it shall be the contractor's EXPIRES 12 -31 -97' R surveyor. responsibility to place, spread, water and compact the fill in 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES strict accordance with specifications. TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER 7, The contractor shall design, construct and maintain all safety EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. devices, including shoring, and shall be responsible for 4. Cut and fill slopes shall be cut and trimmed to finish grade OWWNER'S CERTIFICATE TYPE "D" TERRACE DITCH conforming to all local, state and federal safety and health to produce smooth surfaces and uniform cross sections. The standards, laws and regulations. slopes of excavations and embankments shall be shaped, planted 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL PER R.S.D. D -75 and trimmed as directed by the engineer of work and left in a SLOPES, STREETS, UTILITIES AND STORM DRAINS ARE BUILT IN l (WE) HEREBY CERTIFY THAi A REGISTERED SOILS ENGINEER OR GEOLOGIST 8. Grading and equipment operating within one -half (1/2) mile of neat and orderly condition. All stones, roots and other waste ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION HAS BEEN OR WILL BE RETAIN D TO SUPERVISE OVER ALL GRADING ACTIVITY a structure for human occupancy shall not be conducted between matter exposed or excavation or embankment slopes which are REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR AND ADVISE ON T14E COMPAC N AND STABILITY OF THE SITE. 7.75' the hours of 5:30 p.m. and 7:30 a.m. nor on Saturdays, Sundays liable to become loosened shall be removed and disposed of. SHALL REQUEST ENGINEER I OF WORK AT 552 -1010. THE CONTRACTOR N INTERPRETATION BEFORE DOING ANY WORK BY and City recognized holidays. The toe and top of all slopes shall be rounded in accordance CALLING THE with the Grading Ordinance. SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT BY " DATE: 9. No grading operations shall commence until a pregrading AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT meeting has been held onsite with the following people 5. All trees, brush, grass, and other objectionable material RESULTS FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND THE HOME DEPOT present: City Inspector, Civil Engineer, Soils Engineer, shall be collected, piled or otherwise disposed of off the BAGS, HAY BALES, TEMPORARY DESILTING BASIN, DIKES, SHORING, Grading Contractor and Permittee. The pregrade meeting shall site by the contractor so as to leave the areas that have been ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND X- Q 6s scheduled with the City at least 48 hours in advance by cleared with a neat and finished appearance free from ACCEPTED FOR MAINTENANCE BY THE OWNER, AGENCY OR calling (619) 633 -2797. unsightly debris. Approval of location of debris fill shall ASSOCIATION THAT IS TO BE ULTIMATELY RESPONSIBLE FOR �+ 8 QGG Oy be secured from the soils engineer and City Engineer prior to MAINTENANCE. S OILS ENGINEER'S CERTIFICATE " 10. Prior to hauling dirt or construction materials to any the disposal of any such material. �R RSO proposed construction site within this project the developer 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND P shall submit to and receive approval from the City Engineer EROSION CONTROL NOTES MAINTAIN TRAFFIC CONTROL DEVICES WHICH ARE NECESSARY TO for the proposed haul route. The developer shall comply with PROVIDE SAFE PASSAGE FOR TRAVELING PUBLIC THROUGH THE I, ANTHONY BELFAST a registered civil engineer h� the TERRACE AND DOWN DRAIN `INTERSECTION all conditions and requirements the City Engineer may impose WORK, AS WELL AS SAFEGUARD OF WORKERS. BEFORE WORK BEGINS, State of California, principally doing business the field of applied soil mechanics, hereby certify that a s with regards to the hauling operation. 1. In case emergency work is required, contact HOME DEPOT at TRAFFIC CONTROL PLANS FOR HANDLING TRAFFIC SHALL BE sampling and study of (phone No.). (714) 738 -5200 APPROVED BY THE CITY TRAFFIC ENGINEER. the soil conditions prevalent within this site was made by me: or NO SCALE w1fR 11. Upon final completion of the work under the grading permit but under my direction between the dotes 5 -9 -91 and p P workers for emergency work shall be made One complete copy of the sails report compiled from this study, nd war s final release of 2. Equipment a 9 Y available at all times during the rainy season. All necessary prior to final grading approval and /or with my recommendations, has been submitted to the office of the ( -graded certification shall be provided security, an as g materials shall be stockpiled on site at convenient locations City Engineer. Furthermore, I have reviewed these grading plans: stating: "The grading under Permit No. has been LANDSCAPING NOTES and certify that the recommendations included in the soils report to facilitate rapid construction of temporary devices when performed in substantial conformance with the approved grading P pion or as shown on the attached as- graded plan". This rain is eminent. for this project have been incorporated in the grading plans and i�Z AS QUILT p�,6,LI �O� SHeM r� T 2OWLY statement shall be followed by the dote and signature of the specifications. ?1`; 3 �/• vt > THrRV Civil Engineer who certifies such grading operation. 3. modified without 1. All slopes shall be planted and irrigated in accordance with IMPORTANT NOTICE 0 Devices shown on plans shall not be moved or modi �" '.i C5 the approval of the Engineering Inspector. plans approved by the City Engineer. Plans shall conform to USTIN NANSi =�I GF�.aL�f Section 4216/4217 of the Government Code � the City f Encinitas Grading rdinance and all ado re uires a Di Alert Identification Number a 4. The contractor shall restore all erosion control devises to landscape and irrigation standards. ted SIGNED: adopted °'/ 91005 SG1���IToN =Z�1 be issued before a "Permit to Excavate" NOTIFICATIONS working order to the satisfaction of the City Engineer after RCE NO.: 40333 N dl�C G� ° ��iZi will be valid. For your DigAlert I.D. Number each run -off producing rainfall. 2. Finish grading and planting shall be accomplished on all TAI -• �l i. t=; - Call Underground Service Alert L 1. The existence and location of underground utility pipes and slopes prior to October 1 or immediately upon completion of EXP. DATE: 3 -31 -95 TOLL FREE 1- 800 - 422 - 4133 structures shown on these plans were obtained by a search of 5. The contractor shall install additional erosion control any slopes graded between October 1 and April 15. A ` A �' Two working days before you dig. -4► available records. To the best of our knowledge there are no measures as may be required by the City Engineer due to i A ,,. ° 3 i ��. = existing utilities except as shown on these pions, however: uncompleted grading operation or unforeseen circumstances .�.�� �' GE 230PS0 aF=+� 12.3 .97 . which may arise. �AtZY,.I�tIF'sK+�/ � 1-- The contractor is required to take due precautionary ESTIMATED GRADING QUANTITIES p measures to protect any existing utilities or structures 6. The contractor shall be responsible and shall take necessary d.° located at the work site. It is the contractor's precautions to prevent public trespass onto are //8, OOQ t CUBIC YARDS 5',0100-L- SHEET CITY EE ENT RING DEPAR ENCINITAS SHEETS V as when ESTIMATED EXCAVATION /EMBANKMENT ) responsibility to contact the following owners of said impounded waters create a hazardous condition. LEGAL DESCRIPTION OWNER /PERMITTEE CITY ENGIN ESTIMATED IMPORT CUBIC YARDS � utilities or structures prior to any exca and A PORTION OF LOT 8 location of utilities and notification of commencement of 7. All erosion control measures provided per the approved grading T SECTION 2, AND A PORTION OF THE NORTHWES HOME DEPOT U.S.A., INC. �`� -cc plan shall be incorporated hereon. SEPARATE PERMIT MUST BE OBTAINED FOR IMPORT OR WASTE AREAS. QUARTER OF THE NORTHEAST QUARTER OF SECTION 11, ALL IN TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNAft01N0 MERIDIAN, IN THE CITY OF 601 S. PLACENTIA GRADING & EROSION CONTROL PLAN FOR: ENCINITAS, CALIFORNIA. A. SEWER - LEUCADIA WATER DISTRICT, 753 - 0155 FULLERTON, CA 92631 ENCINITAS HOME DEPOT B. GAS & ELECTRIC - SDGBeE, 1 -800- 422 -4133 8. Graded area around the project perimeter must drain away from NOTE: THE QUANTITIES SHOWN HEREON WERE COMPUTED USING (714) 738 -5200 C. WATER - OLIVENHAIN WATER DISTRICT, 753 -6466 the face of slope at the conclusion of each work day. REASONABLE ENGINEERING METHODS. THE QUANTITIES ESTIMATED D. TELEPHONE - PACIFIC BELL 1 -800- 422 -4133 ARE FOR USE IN CALCULATING FEE AND BOND AMOUNTS AS REQUIRED SURCHARGE & WETLAND MITIGATION GRADING PLAN LLJ E. CABLE N - 1- 800 -422 -4133 9. All removable protective devices shown shall be in place at BY THE PUBLIC AGENCY, AND SHOULD NOT BE USED FOR BID -I- 1­_-j E CITY APPROVED CHAN GES BENCH MARK CALIFORNIA COORDINATE INDEX 327 -1691 =0 the end of each working day when the five (5) day rain PURPOSES. probability forecast exceeds forty percent (407). Silt and AUSTIN No. Approved b Date �- 2. Contractor shall notify the City Engineer's office 48 hours other debris shall be removed after each rainfall. Description Y DESCRIPTION CHIS. SQ. TOP OF HDWL. AP D prior to beginning any work on this project. Phone: (619) H A N S E N p s f3u ee r6 V 633 -2797. 10. Should germination of hydroseeded slopes fail to provide COMMUNITY DEVELOPMENT d`"`" CI GMEER R. .E A L D TE -GROUP - � effective coverage of GRADING PERMIT graded slopes (907 coverage) prior to LOCATION NE COR. INT. OLIVENHAIN RD. & EL CAMINO REAL ��� T N0. LLJ 3. The contractor shall give 24 hours notice on calls for November 15, the slopes shall be stabilized with punched straw // 9605 SCRANTON ROAD ENGIN K /O -Z2�9� n W inspection. Phone: (619) 633 -2797. All work performed installed in accordance with Section 35.023 of the Erosion and r1 ' SAN DIEGO, CA 92121 RECORD FROM COUNTY OF SAN DIEGO, OC100 342 G Sediment Control Handbook of the State of California (619) ^ HA� ' without benefit of inspection will be subject to rejection and ",� t ✓ 7 `�b 1C( Conservation. (�1N `""' ELEVATION 78.030 DATUM MSL removal. Department of ROBERT C. R.C.E. 25593 11L' BY: DATE AHG FILE NO. 0380A �N &ate 208 11 CL.. 4 WID&S.D.G.& E. NORTH ; C URB CONSf. 3' WIDE LOCAL/ `EASE. PER_a6C. RrC'D._., 1�-31-70 AS FILE NO. R 6 t oo DEPRESSION TO MEET"GUTTER FLO ------- 24,1007, 0. k., W/GUY\ . . ..... N oa ...... POLE & TIEBACK 445,3 E'LY RIGHT-OF-WAY OF NOTE: EXIST. EL CAMINO REAL .. .. . ...... EL CAMINO REAL IS THE E'LY LIMIT OF 7- --------- THE CALIF. COASTAL ZONE. e -e Q) COUNT Y ROAD EASEMENT . ­ PER rl L0 EXISTING R/W DOC. REC'D. 3-19�70­ AS ;I_ I _' - __ ......... R =e 5545 00- 00 FUTURE CURB, FILE 49122, OA. FUTURE R/W ----- ---- . ... L 647.77�_ _ IL 90. COUNTY OF SAN DIEGO N 01�37!3Y E Nzl�� I I 10�' C ................ L "I, - 11-1 1 -"LIL ­ - T ' - ____ - 0.0 77— -OF, S < 537.26' N CI Y' 73' f z k < 71.84', . . ....... 7-7-7. GO (C w w z 00 ------- % uj . . .. ..... 78.0 CL. 4' WIDE . . . . . ✓ w EASE. PER DOC. RE(, �0% �1/ UBD IN, SEE TYPICAL dr FL 12-31-70 AS FILE NO. 'A" IC) 241007, 0. R., W/GUY . ... . ........ _2\ -EASEMENT PER n m . . ... ...... TEBACK COUNTY ROAD POLE & SPLASH WA II 'D N DOC. REC 6-22-70 AS jjIT gu L --- 40 . . ........ FILE NO. 108454, O.R. W�TH... 2�-EXPO� T 4F w "Pial Vt TOP V) _j �iEE`QETAIL SHEET .3 CENTERLINE 12' WIDE S.D.G.& E. 10' X 1 V) .0 -23-63 RIP- "'j DID 78.0 EASE. PER DOC. REC'D. 8 wu \% O.R. AS FILE NO. 150835, 0 CV TON 1;i777' �r-ll R ENERGY UISSIPATOR NOI\E: SEE §H F"ET \ 3 FOR $OECI 78.0 10' x x 3' DP. 1/4 TON TYPE 1 -40 X!, -RAP ENERGY DISSIPATOR PER RSD D M I Or I H GRADING ND TREAT ENI . ...... WITH 1' THICK FILTER BLANKET C— i A PER STD. SPECIFICATIONS 200-1.6.1 FA� C (GREEN BOOK ADDENDUM) ICE )Q� HESE CUT/SLOP I ES, a pwr 42 w SLI I till SEE OVERFLOW WEIR DETAIL 0 A - 0 "A" ON SHEET ON S 3 /70. A r . N 78:0 / ,� S CL I " ­... 78.0 4_ 4 z__ 2" (j) 4 ---------- _j N Lr? 19 N 0 x 7W x . . . . ........... . 0 78. 0: W m BOUNDARY PER A CONSULTA FS " U- RT DATED JU E 2. 0 X/' x q 0 < Cy 41 SILT FENCE ALONG ENCINITAS / /W o f _. _..__ .. _ � , � . , ..:. / / ,, CREEK IS TO BE INSTALLED PRIOR TO START OF ANY En '00000 GRADING OPERATIONS:` tp, 9D L [_ L- X,\ F= 1 1 i Li L L m cn F " ------ EL U) x Q /< SPLASH' NOTE: PROPOSED S'LY 100-YEAR .WALL 1 b WI 2 WILL BE LONG FLOOD PLAIN 'BOUNDARY 22 .0 �l \\//,\/ \< A-4 EXPOSED HEIGHT / ,k / [ _r t � 't � SUBDRAIN, SEE TYPICAL I DEFINED BY FACE OF THIS SECTION n A"-"A - y/ SEE, DE, Al EARTH BERM. ' 1 3. �i m "UVL TOP OF PCC 'DITCH. X SEE OVERFLOW WEIR DETAIL. uj % ON SHEET 1 x \Y 10 P So. IPATO4 1/4 -40 - 7 4 • I e D RIP-RAP ENERGY DISSIPATOR PER RSD D \Y\ N nn NTH 1' THICK FILTER BLANKET 30 V � < - RA TON",, r lo' x 15' x 3' OP. 1/4 TON TYPE 1 DISS 30' NS 200 0 PER STD. S PECIFI CATIONS :z B OOK ADDE . O (GREEN B NDUM) IL 3 Lj P) Qj L 00 0 — C/) V, TON DESIGNER NOTE: CONTRACTOR SHALL COORDINATE 0 L0 " /� I / I I WITH THE PROJECT REVEGETA Lu X , 0 TO ESTABLISH THE LIMITS OF THE GRADING V) AND LOCATION FOR PROTECTIVE FENCING I­_ - - ---- FOR THE EXISTING WETLAND VEGETATION TO < ASSURE THAT EXSITING VEGETATION A "go INTENDED TO REMAIN IS ADEQUATELY ----------- , PROTECTED DURING CONSTRUCTION. GRA DED ]N GENERAL IN Ol 5": 13 PHASED GRADING NOTE: AREAS EAST, NORTH AND WEST OF THE SURCHARGE FILL ARE TO BE GRA =2 U SEE SHE6\'�_1___l_ ...... CONFORMANCE TO THIS PLAN. ACTUAL DEPTH OF EXCAVATION 01 IN THE NORTH PARKING LOT WILL BE DETERMINED BY THE ot WATER C3 EXISTING GROUND WATER ELEVATION. IF THE GROUND E TAKEN BELOW 78.0. ELEVATION PERMITS, GRADES MAY B INTERIM EROSION CONTROL NOTES WETLAND MITIGATION GRADING LEGEND DO NOT TAKE ANY AREA BELOW THE PRESCRIBED ELEVATIONS 1. mi . .. ..... WITHOUT APPROVAL BY THE ENGINEER OF WORK. SINGLE SANDBAGS TO BE PLACED IN INVERT OF TERRACE L 3! DRAINAGE DITCHES AT 10' TO 15' INTERVALS TO AID IN INDICATES AREA TO BE GRADED a5, 1 TO APPROXIMATELY ELEV. 78 SANDBAGS INTERCEPTING SILT. TO BE REMOVED PRIOR TO Lij GR APHIC SCALE COMPLETION OF FINAL CONSTRUCTION OF SITE. Q-RAP N. N/ Uj U: L C 7 \ �_Gs 50 23 100 200 SHE T SHEETS 2. SEE ADDITIONAL 7 G 0 CITY OF ENCINITAS 25 WICK DRAIN SYSTEM 2 NT NOTES ON SHEET 1. 0 INDICATES AREA TO BE GRADED Sn i ( I i � PROXIMATELY ELEV. 79 1 CITY ENGINEERING D EPARTME NT TO AP V) g -9 Lai C LLJ A f IN FEET GRADING & EROSION CONTROL PLAN FOR L IN THE EVENT A WICK DRAIN SYSTEM IS TO BE USED TO EXPEDITE INDICATES EXISTING VEGETATION Ljj 50 f+- ENCINfTAS HOME DEPOT QUALIFIED GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SOIL CONSOLIDATION, SAID SYSTEM SHALL BE DESIGNED BY A V) TO BE PRESERVED ON GRADING PLAN SURCHARGE & W ETLAND MITIGATI C t I �__ UJI SHALL BE RESPONSIBLE FOR MONITORING THE WICK DRAIN NOTE: GRADED WETLAND AREAS ARE TO BE BLENDED J.. �r D 0 { 8 p CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX INSTALLATION. INTO ADJACENT AREAS AS DIRECTED BY THE PROJECT 1. No. Description Approved by Dae BIOLOGIST. 5-1 DESCRIPTION CHIS. SQ. TOP OF HOWL. IA;D xr AUS T IN URCHARGE SETTLEMENT MONITORING TI N U7 HANSEN G NEER G.L APPROVAL DA —GROUP— SETTLEMENT MONUMENTS SHALL BE INSTALLED, MAINTAINED AND LOCATION NE COR. INT. OLIVENHAIN RD. & EL CAMINO REAL ��j MONITORED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER OF WOR�4 GRADING PERMIT NO. Uj L NOR E AL E R/W 9605 SCRANTON ROAD REPORTS. RECORD FROM COUNTY OF SAN DIEGO, OCloo 3425G SAN DIEGO. CA 92121 ELEVATION 78.030 DATUM MSL 1 ROBERT C. HAYNI:S R.C.E. 25593 (619) 552-1010 ul C AHG FILE NO. 0380A m SEE WETLAND MITIGATION PLAN FOR FINAL TYPICAL SPLASH WALL DIETAIL PLANTING PROGRAM FOR THIS AREA. r _____ ____ __ _________ NO SCALE - to 8" MIN. F_ ROPOSED PARK C Lol EL CAMINO REAL -------------- ----- IE CONSTRUCT 8" SOLID MASONRY SPLASH WALL WITH 12* X 24' RIBBON FOOTING. USE REINFORCING AS — - — - — - — - — - — - SHOWN FOR S-0" RETAINING WALL PER R.S.D. C-3. REFER GRADE TO DRAIN Tn TO R.S.D. C -7 AND C-8 FOR ADDITIONAL ENCINITAS SPECIFICATIONS AND CAP DETAIL WALL Z 2' x 2 3' SUBDRAIN CREEK INTERIM GRADE DRAIN IS NOT REQUIRED. WITH 3/4" CRUSHED R.S.D. q ROCK AND 4" FOR C0NCRF;rE PERFORATED PVC PIPE Mr 5peCACICA T1,010S NOTE: AN ENCROACHMEN PERM T / EXIST COUNTY ROAD EASE. PER DOC. RECD 3-19-70 �z I SUBDRAIN SECTION *A N A N ro 4M "T 0 ' �-' WILL BE REQUIRED FOR AN -------------- EXIST. RIP -RAP T OF-WAY. CWA -- 2 2 ------ NO SCALE a AS FILE NO. 49122. O.R. N WITHIN THE COUNTY RIGHT PER BRIDGE PLANS ty 0 - 710 2' MIN. EXISTING RIGHT -OF -WA 2X T EXIST EXIST AC DIKE 10 10 DO WNDRAIN SEC11ON N C O COUNTY SAN '016GO — — — — — — — -- .. . ......... CITY - - - - - - - - ly N RI TAT CL P R ...... - - - - - - - - - - - - EXIST 24" CMP SECTION w 191 0 0 —191 DRAINAGE TRANSITION STRUCTURE BACKFILL WEDGE AREA WITH NOTE: LONGITUDINAL GRADE OF I- THE SERRATED CUTS SHALL OP ED RIGHT-OF-WAY - - - - - - NO SCALE - - 1, SHT. 12 UPSTREAM TO L TOPSOIL PER LANDSCAPE a BE O.OX PER ROAD SURVEY 18C a ARCHITECTS' SPECIFICATIONS C.4 V CN 2 - 4 REBAR CLEANOUT FROM IMITS OF E FACE OF BRIDGE lip PER STRAW BALE i st op" 770 XIST. -MIRAFI 36" RIP-RAP DOWN TO ELEV. 72.0. / 6�y # I I TO BE INSTALLED TO , OR EQUAL, WITH HIGH SILT FENCE TRENCH AS SHOWN. GRADE UP FROM ELEV. 72.0 TO AQ� STRAW BALES POST SPACING BE 6' MINIMUM. POST 0 WITHIN MEET EXIST. GRADE :gr F TO BE 1 1/2 HARDWOOD OR METAL. THE NEXT 20' -- -- --- I TO BE PLACED I TROUGH N 3* DEEP � � f f 11 A --- ----- ---- TRENCH BACKFILL - ----- ----- ------------ BRIDGE CLEAN OU T/DETAI L OIL FLQW TYPICAL STEPPED CUT SLOPE DETAIL 11 .4� NO SCALE SCALE: 1" = 20' ff / I . _z. 00 THIS DETAIL IS SHOWN FOR R'ERENCE TO DEFINE LIMI SECTION END VIEW OF WORK PROPOSED IN CONJUNCTION WITH THE HOM r As CO DEPOT PROJECT TO MINIMIZE� DISTURBANCE OF EXISTING _ SILT FENCE DETAIL STEPPED CUT SLOPE NOTES: NO SCALE VEGETATION. AGENCY RESPONSIBLE FOR BRIDGE AND dt� STRAW BALE SILT BARRIER DETAIL DRAINAGE MAINTENANCE I§ TO DETERMINE LIMITS OF Q) NO SCALE THE WORK SHALL INCLUDE EXCAVATIONS TO CONFORM WITH THE TYPICAL SECTIONS SHOWN HEREON. THE APPROXIMATE MIDPOINT OF THE HORIZONTAL TREAD OF EACH TERRACE SHALL WORK DOWNSTREAM. BE CONSTRUCTED ON THE STAKED SLOPE LINE, SO WHEN COMPLETED THE THEORETICAL PLANNED SLOPE GRADIENT SHALL INTERSECT THE HORIZONTAL PLANES FOR THE TERRACES, AND VERTICAL PLANES OF THE STEPS, AT THEIR MIDPOINTS. i V.V HORIZONTAL AND VERTICAL, OR SLOPE LOCATIONS, SHOWN ON THE PLANS. f SHE `T\ E THE FIRST STEP SHALL BEGIN AT THE UPPER INTERFACE OF EACH SLOPE EXCAVATION AREA f 00 0 AND SUBSEQUENT STEPS SHALL CONTINUE TO THE BOTTOM OF THE SLOPE. THE TOPS AND • o SIDES OF THE SLOPE SHALL BE ROUNDED AS SHOWN ON THE P LANS TO ADEQUATELY BLEND , fi� INTO THE EXISTING GRADE. If r If A ............. -90.0 WHERE SLOPES TRANSITION FROM STEPPED SLOPE TO UNSTEPPED SLOPE, OR TO A .. ............. . ............ N 00559" W _7� 13P,611 TERRACE OF A DIFFERENT SLOPE GRADIENT, THE STEPS SHALL BE BLENDED BY SPI AS 9Q MAINTAINING A CONSTANT VERTICAL SPACING OF 1.0 FEET AND VARYING THE TREAD .0 WIDTH H WA A TO ACHIEVE THE NECESSARY TRANSITION TO THE NEW GRADIENT. 9 D f 90.0 04 THE 1.0 FOOT STEPS SHALL BE CONSTRUCTED PARALLEL OR LEVEL ALONG THE CONTOUR OF THE SLOPE. THE STEPS SHALL CARRY THROUGH THE SLOPE ROUNDING AT THE L L L4 L W ENDS OF THE EXCAVATION AND BLEND INTO THE ENDS OF THE REMAINING SLOPE. E 1N/ Uj L INTERIM EROSION CONTROL NOTES : L. SCALING SHALL NOT BE PERFORMED ON THE STEPPED SLOPES EXCEPT FOR THE REMOVAL i , Ty, � ' * ' OTH, 24 DIE�TH. 94 J_ L: L V) OF MATERIAL OR ROCK FRAGMENTS WHICH COVER MORE THAN ONE-HALF THE SHELF WIDTH. ...... ..... 1 SINGLE SANDBAGS TO BE PLACED IN INVERT OF TERRACE A 1 LZ L Ll L I- DRIANAGE DITCHES AT 10' TO 15' INTERVALS TO AID IN L L 4 47, W WHEN DIRECTED BY THE PROJECT ENGINEER, THE OUTER EDGE OF THE STEP SHALL V D . ...... ... ..... ..... .. i � LLJ J , L L- . . . . . . . . . . Ni INTERCEPTING SILT. SANDBAGS TO BE REMOVED PRIOR TO ji , . L Li L LLLLLLL L' L BE BEVELED DURING CONSTRUCTION TO REDUCE THE SHARP GEOMETRIC LINES OF THE COMPLETION OF FINAL CONSTRUCTION OF SITE. 4% SLOPE AND TO PROVIDE LOOSE MATERIAL TO SUPPORT VEGETATIVE GROWTH. I t i :x I� . .r t V) If I 2. SEE ADDITIONAL NOTES ON SHEE Ul L; L: f 0 S AND MATERIALS TO BE USED FOR THE _P ER' RS 'D�D SEE LANDSCAPE PLANS FOR PROCEDURE J L r �LOR' L L! 4- L ij BACKFILL OF THE WEDGE AREA OF THE STEPS. : WETLAND MITIGATION GRADING LEGEND L. L t L­_ 1 . j­ L LILL- _Ll L L NOTE- -CONTRA&6k_fS TO 006RIDINAlE, W 0 L ' " / 4ELJ) BIOLOdl' T�, .;AS�URE THAT'GRAC 11"NG FULL COMPENSATION FOR CONSTRUCTION OF THE STEPPED SLOPES SHALL BE INCLUDED L' lif., L L.- L_ I i f L INDICATES AREA TO BE GRADED / 4REA-D :RbACH 1 1`476 ,T 9 L L: L L! L L L L L L Lt, LLL�_ IN THE CONTRACT PRICE FOR THE EARTHWORK AND NO ADDITIONAL COMPENSATION TO APPROXIMATELY ELEV. 78 T% - Cl C tATCHER �AABITA WILL BE ALLOWED THEREFORE. NF � L L_ Lt _L �/LLLi L��LLLL 1 1 I L ...... ...... .... INDICATES AREA TO BE 7 GRADED L! Li Lil XIX TO APPROXIMATELY ELEV. 79 I J k' 7 , .... ...... .. . . .. ... 7 ­ _LLLLLLIL I IV\ INDICATES EXSITING VEGETATION L ;/�%i' TO BE PRESERVED SOILS REPORT ADDENDA \\ v , I CL NOTE: GRADED WETLAND AREAS ARE TO BE BLENDED 6 INTO ADJACENT AREAS AS DIRECTED BY THE PROJECT 1 ADDITIONAL RECOMMENDATIONS FOR SLOPE CONSTRUCTION AND INFILTRATION BASINS 0 BIOLOGIST. SINGLE HEIGHT PROPOSED HOME DEPOT, ENCINITAS, CALIFORNIA, DATED JULY 2, 1993, BY GEOTECHNICS, INC. CIC AS13UIL-T, FLA 2. GEOTECHNICAL REVIEW OF GRADING AND EROSION CONTROL SURCHARGE AND WETLAND PE:: S-4-01E:Tj THPtu I2 ONLY MITIGATION PLAN, PROPOSED HOME DEPOT, ENCINITAS, CAL IFORNIA, DATED JULY 9, 1993, BY ==;o GEOTECHNICS, INC. uj IV) V_ t-4 3. GEOTECHNICAL REPORT ADDENDUM, PROPOSED HOME DEPOT, ENCINITAS, CALIFORNIA, DATED IN HAN TRIPLE HEIGHT r-> I ea Do AUGUST 16, 1993, BY GEOTECHNICS, INC. V I �,r'r � \ , ` i , DO UBLE HEIGHT END VIEWS SAND BAG DETAIL SHEETS SHEET CrTY OF ENCINMAS nly NO SCALE t;c t 3 CITY ENGINEERING DEPARTMENT -p GRADING PLAN FOR LLJ ENCINITAS HOME DEPOT SURCHARGE & WETLAND MMGA71ON GRADING PLAN OFFSITE WETLAND ENHANCEMENT GRADING CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 327-1691 w NOTE: CONTRACTOR SHALL COORDINATE SCALE: 1" = 50' No. Description Approved by Date I I AUSTIN WITH THE PROJECT REVEGETATION DESIGNER r DESCRIPTION CHIS. SO. TOP OF HOWL AP D TO ESTABLISH THE LIMITS OF THE GRADING cn HANSEN :.E APPROVAL DATE GRAPHIC SCALE V 1;1 lPnRAIN 2 MIN. x � THE SERRATED 1 0.07 >01 P BE � TOPSOIL C St Opt_ 7 S40 A,: -GROUP- AND LOCATION FOR PROTECTIVE FENCING 50 25 50 100 200 LOCATION NE CDR. INT. OLIVENHAIN RD. & EL CAMINO REAL CITY ENGINEER 0 FOR THE EXISTING WETLAND VEGETATION TO 1 ENGII ER OF WORK GRADING PERMIT NO� Lu 960.5 SCRANTON ROAD ASSURE THAT EXSITING VEGETATION ILLJ SAN DIEGO, CA 92121 INTENDED TO REMAIN IS ADEQUATELY RECORD FROM COUNTY OF SAN DIEGO, OC100 :;r. 3425G (619) 552-1010 PROTECTED DURING CONSTRUCTION. IN FEET ELEVA'nON 78,030 DATUM MSL ROBERT C. HAYNET R.C.E. 25593 I inch = 50 ft ILLJ AHG FILE NO. 038OA/0380C + +,;+ + -+ + + w +.,+ + + + + o + F + `+ + + + + + + EL CAMIN + + + ++ +--+ ++ + + + + + + ++ - REAL + + + + + + + + + + + + + + + + + + 00 �� + + + + + + 2(} + + + + ... + + + +_+ + + + + + + + + + + + "+ t + + + . + + •• t + + + + + + + + + + + + + + +. + + + + + + + + + — / -`- + + + + + + + + ++ + 10� j / / /1 + + + + + + + ++ + -- --,� -L / SLOPE B + + + + + + + + + + + / / ✓ / / / / / —,- / — �� it + + + + 740 + + + + + — — — — — — + + + + + t + // / / / / T .L ,� -y_ 01 / / / / / / /i + +% + + + + + + + + + / / / / / / / / / / / 0/// / / /// CONTRACTOR TO INSTALL HYDROSEED MIX + + REFER TO SKEET LP -3 FOR SLOPE + + + '+ / / / / / / / / / / / / IN 10' WIDE STRIP CAS SHOLUN) ALONG OLIVENHAIN PLANTING AND TO LI -I FOR IRRIGATION + .. + + ° / / / / / / / / / / / / / / / / �// / ROAD, CONTINUOUS TO THE CORNER OF EL CAMINO RE + + + + + + + + + + + + + +o+ + + + + + + + + +: + +- + + 9+ + + + + + + + + + + + + + + +c) + + + +N + + + +>T + + + ++ ++ + / / / + } + + + + + + + + + + + ° ++ + ++ + + + ++ �'� / / / + ++ + + ++ ++ + + ++ + + + ++ + ++ / ��j / ° j� + ++ + + + ++ + + ++ / SLOPE ��A�� ++ + + ++ + + + +++ + +++ ►0 / // / / + +..++ + ++ + + ++ / / / / //, + +.',+ + + + � + 21 0 + + ,+ + + + + LL > // / // // / // / / + + ++ ++ + p O ++ 4444 +++ ++ + +o+ + + + + + + + + _J / + + + + + + + + + + + I W // / ✓ o O + 6 + + + + + + + + + L ti + + + + + + + + + + + + + + + + + + ry + + + + + + 4444+ + + ++ �. z 4444++ + l + 4444 ++ .�, + i - - /�- Ib ++ +++ +++ + + + + + + + +o + + + 1 4 4 THE LUETI_ANDS REVECsETATION SHALL BE PREPARED AS A SEPARATE SET OF CONSTRUCTION DOCUMENTS UPON APPROVAL •' O -- - +.. + +,+ OF THE PROPOSED REVEGETATION PROGRAM PREPARED BY I;•;., + OGDEN -- NVIRONI`*1ENTAL AND FORMA. + + + L + + / I•' _ ++ + / Q I ++ �- 4 1../ —� � SEA SHEET LP - z PROPERT'r LINE / MATCHL INE LEGEND i W SOIL- SEAL APPLICATION, REFER TO These Record Documents have been based on information rowi� , r+DSC IG:��I —LJ SPEC11= 1CATfONS ON SHEETS LS -1 AND LS -2. p A ��4R Ap J � .- others; The Design Pr by ofes+siori ��4� 1.HUj FkO APPLY AT A RATE OF '10 GALLONS PER ACRE CGPA). has not verifieel-the accuracy and/or 'Ci i // completeness of this information and � • �° shall not be responsible for an _ spy n^ f LLI SOIL SEAL -BID ALTERNATE, REFER TO Clio 17117 � LL ,* � S ON SHEETS LS -1 AND LS -2. / errors or emissions whkchs may bro Lli APPLY AT A RATE OF 50 GALLONS PER ACRE CGPA). FoI;M A t2ATE <10F CALIF� HYDROSEED MIX - UPLAND COASTAL i - SAGE SCRUB SEED MIX, REFER TO REFER TO SHEET LP -4 FOR PLANTING/ PLANTING LEGEND ON SHEET LP -4, �- HYDROSEED DETAI NOTES AND L EGEND � FOR MIX AND APPLICATION RATES. V) W ( rW IPPMA iYSTWV' 4,OD Z ZS SO 100 PLMNMG-�ESIGN•LANDSCAFE AAC II'ECT RE REVISIONS APPROVED DATE REI ERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY Z 't+'., +�, JBP IN REJ APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMEN i DRAWG NO. L Q -Q VED r CsR4DINCs AND RROSION CONTROL PLAN FOR PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP i l - HORIZONTAL 1 " =50 I BY: BY: BY: ENCINITAS DEPOT - VERTICAL � I /� -- - F �:. DATE: DATE: - -- DATE: LANDSCAPE ARCMTECT �JUI \C1 if- 4 RO�JION CONT FLf�tN ?®.�^ LIC #FEX DATE: R.C.E. R.C.E. WORK PROJECT N0. SHEET 4 OF23 i CP l PROPERTY LINE / M,47GHL INE t .> -��- EE SHEET LP -1 � -- — + + ' + + + +- 1 _ +)� _1 •r: + + + REFER TO SHEET LP -3 FOR SLOPE {, + + + + PLANTING AND TO LI -I FOR IRRIGATION THE WETLANDS REVEGETATION SHALL 5E PREPARED AS A s; SEPARATE SET OF CONSTRUCTION DOCUMENTS UPON APPROVAL OF THE PROPOSED REVEGETATION PROGRAM PREPARED 5Y I OGDEN ENVIRONMENTAL AND FORMA. 0 0 I \ 1 / l These Record Documents have been prepared based on Info provi ed by others. The Design Proferslona0 P has net vertfged the accuracy and. or comWeneness of thls Information and sharil not be responsfbie for any ssrrdrs or ornisai^rt.s which ahay be in Corp r t hw o to 0, roe"". LE Folsrrt parE . SOIL SEAL APPLICATION, REFER TO \p uscg SPECIFICATIONS ON SHEETS L5-1 AND LS -2. o F F t xuM 9 APPLY AT A RATE OF 70 CzALLONS PER ACRE (CxPA). ,��iQ' we� F�'o� 1 0 � 1777 Ud SOIL SEAL - BID ALTERNATE, REFER TO b- �"° [1 SPECIFICATIONS ON SHEETS LS -1 AND LS -2. # Date LJ APPLY AT A RATE OF 50 GALLONS PER ACRE (6PA). 4 TFUF CAt�FO LJ Q SAGE SGRUS SEED MIX, REFER TO REFER TO SHEET LP-4 FOR AN D N SA ��` HT'DROSEED MIX - UPLAND COASTAL HYDROSEED DETAILS, NOTES AND L U') PLANTING LEGEND ON SHEET LP -4 FOR MIX AND APPLICATION RATES. O DEN fNVIflNNMfNiALANUfNfRCY SfRVICfR ry_ NAWNE L J WIG cee:,meq &e page. G 91111 1 ■ 619 I. 619J 0909 /aeern sY61CV:i CAOO ry 0 25 50 100 PLAWh - DESICWLAN SCAPE APCMTECTVK ( -- -� ��/ �p 4 J REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DR BY CHECKED BY APPROVALS CITY I OF ENCINI (AS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ _ 3 UILtS q; 9 PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED — APPROVED 19 GRADING �NC ER0 O N N T OT PLAN FOR A . - � i - -- HORIZONTAL 1 50 BY a s ,, + ! „— P il - - -— r "BY: BY: 1 L 2 VERTICAL �d s DATE: DATE: __ DATE: �' J" JURCHARGE EROSION CONTROL FLAN LA D5-APE ARCHITECT u�. #f "'�CxP. eAr�: R.G.E. R.G.E. woR€ PRO�ECr N0. SHEET 5 OF ,1323 i fl NB A1/ 7Ji /s??Lr/1 / p�M<Iw /rte 3 r .:3. Z IRRUGATION LEGEND PRESS.URE.CALCULATIONS PRESSURE. CALCULATIONS NOTIC TO .0 TRACTOR: I WATER,.METER # SIZE � WATER METER'# % SIZE 2. •CONTRACTOR 70 VERIFY WATER PRESSURE PRIOR TO STARTING Jf PRESSURE .;IS NOT p � F H.G.L. H.G.L. . - -- AS PER PRESSURE CALCULA'rIDNS, NOTIFY IRRIGATION CONSU�1fANT�ANVOWKER BEFORE' >/ SYMB L MANUFACTURER DESCRIPTION - MODEL NQ. /NOZZLE NO. FULL HALF QTR. PSI RAD ELEVATION ELEVATION x .A33 = PSI STARTING of IaalcaTloN .YSTEM INSTALLATION. ' POINT OF CONNECTION TO BE TO 2" ©� 5 HUNTER POP UP ROTOR HEAD PGH -RW 8,5 4.2 2.0 50 45' X .433 = _PSI i - I SIZE /�2N REMOTE CONTROL -VALVE # 4'1 SIZE / •PRESSURE CALCULATIONS AF;E BASED ON PRESSURE INFARMA RECECV FROM CIVIL 3 / - WATER METER TO BE PROVIDED 7 P OP P RO HEAD PGN -RW 7 4 3.4 1.J 50 40' ' REMOTE, CONTROL VALVE # ,S3 O MAXIMUM DEMAND - GPM ENGINEER', WATER DEPARTMENT AND /OR OTHER SOURCES AT/T ME F DESIGN. ` IRRI " � BY THE OLIVENHAIN WATER DISTRICT. Q, HUNTER O U OTC , - MAXIMUM 'DEMAND GPM' -� - - N C RR pp U S H ELEVATION a� ELEVATION /70' GATION CONSULTANT SHALL NOT BE RESPONSIBLE' FOR �NY �ERJIORS OR OMISSIONS - © Q HUNTER POP UP ROTOR HEAD PGW -RW 6,3' 2.7 PRESSURE 0 P. � '35` PRESSURE o RCV PSI HAVE BEEN INCORPORATED INTO THESE DOCUMENTS ASA RESULT. ARRANGEMENTS FOR WATER METER TO RCV, PSI BE MADE BY OWNER.METER TO BE A PRESSU f CALCULATIONS FOR REMOTE CONTROL VALVE •ALL IRRIGATION MATERIALS AND .EQUIPMENT LISTED IN THE ABOVE -LEGEND AND `IMF THE - ,A (o TEMPORARY WATER METER AND REMOVED [5] `a HUNTER POP UP ROTOR HEAD PGH -RW 5,2 2.O 1.O 50 30 R PRESSURE CALCULATIONSFOR REMOTE CONTROL: VALVE r/ y IRRIGATION S R E QUIRED T FCR S THIS PROJJEC DE ALL.MATERIALS T AND EQUOIPMENTLLISTEODj AT A LATER DATE.EXTEND MAIN LINE t HUNTER POP UP ROTOR, HEAD PGH -RW 3,1 1.2 .7 5O 25 Q WATER METER �n 4� PSI LOSS �_ WATER METC PSI LOSS P R VENTER "OR APPROVED EQUA Y BE FOLLOWED BY THE WORDS L; THE ;OWNER / [. APPROXIMATELY 810' SOUTH OF THIS -T BACKFLQW PREVENTEYY BACKFLQW P EO B B/ �°. /1 9 HUNTER SHRUB HEAD PGS -RW 11 > 8,5 8.9 4.2 2.0 50 45 STRAINER AUTHORIZED REPRESENTATIVE SHALL HAVE.•THE/SOLE RE /.O SPONSIBL�ITY IN ACCEPTING OR ✓ LOCATION FOR POINT OF CONNECTION. O ® O -" GA7E .O " ` - GATE VALVE /. O REJECTING ANY SUBSTITUT;.D ITEM AS'AN AP4ROVE0 EQUAL 70 EpUPPMENT:AND MATERIALS. 7 - 6.8 3.4. 1.7 50 4O' " 2'r MA5TER VALVE " LISTED ON THE IRRIGATION DRAWINGS AND. SPECIFICATIONS.: THE HYDRAULIC CALCULAT INSTALL A 2" WILKINS #975AUS6 HUNTER SHRUB HEAD PGS RW 10,7,4 TER VALVE 2•� / �a MAIN LINE /T IONS FOR THIS PLAN ARE BASED ON THE SPECIFIC IRRIGATION EQUIPMENT AS NOTED ON REDUCED PRESSURE TYPE BACKFLQW P -RW 9 6 3 5.5 2.7 1.2 50 35' / rAIN LINE /5 " MAIN LINE LEGEND. ANY SUBSTITUT`.ONS OF EQUIPMENT WILL REQUIRE NEW HYDRAULIC CAL EQUIPULATIO 3 HUNTER SHRUB HEAD GS PREVENTER PER ALL CODES,INSTALL a , , MAIN /'•Ce n . T"'�r MAIN LINE '.AT THE EXPENSE OF..THE��I;GNTR'ACTOR.' ALL CALCULATIONS SHALL BE SUBMITTED 70 AND 8 - - W. 8 5 2 4.2 2.0 1 .0 50 30' _ -R MAIN LINE A DATA INDUSTRIAL FLOW SENSOR �� �� '.. MAIN LINE APPROVED BY THE IRRIGATION CONSULTANT AND THE OWNER'S AUTHORIZED REPkESENTATIVE. - / ". � : -�. � � © y 2 HUNTER SHRUB HEAD PGS R MAIN LINE „ J // R�CM07E CONTROL VALV :G� -" " =' REM07E.CONTROL,VALVE: g '1 AND A 2" GRISWOLD #2250 MASTER 2 -- LATERAL LINE ' ° Q VALVE ER THE MANUFACTURERS IN- HUNTER SHRUB HEAD PGS -RW 6,3.1 2.7 1.2 " r E 7 50 25 LATERAL LINE LATERAL LINE • 3.� . STRUCTIONS,CONNECT FLOW SENSOR V RAINBIRD POP UP STREAM SPRAY• 1812- 22SS - PRS - SAM -PCS 1.6 .8 30 20', L,ATERAL.LYNE c �• 2.. LA RA I LLIHE METER, VALVES MAINLINE LATERAL L LINE 'J Z" LATERAL LINE „ „ HV' LATERA. -„ ETE , , - ' , ANQ MASTER VALVE TO THE AUTO - W RAINBIRD POP UP STREAM SPRAY 1812 -16SS -PRS SAM -PCS 1.6 _ - MATIC CONTROLLERS AS REQUIRED. LATERAL-LINE LINES SHOWN IN H ` 5 I} LATERAL. LINE ), .8' 30 16 li. LATER I J A LINE 9� 2c-'' I' I '„ SHOWN AREAS IS • LATE E �d /4 LATERAL LINE RAINBIRD STREAM SPRAY HEAD 1800- PA -8S- 8S- PCS -CV 1.6 .8 30 20 "L AT ERAL-LINE „ DIAGRAMAT,IC AND F CLARIFICATION ONLY I /° }( X 3/4 "LATERAL• 2.5r X3/4 ¢7 •�- " N AND IS TO BE INS'T'ALLED IN PLANTER AREAS t/ A 11 tl / ". 8 30 16' 172 "LATERAL L HE „ 1/2 LATERAL LIE S LOPE B RAINBIRD STREAM HEAD 18OD- 16;S- PA -8S- PRS - PCS -CV 1.6 % FITTING LOSS ?5 G am_ ^ " FITTING Loss - ° AS REQUIRED. (1 "YP.) i �' 3 �4� I ' EI:EV. CHANGE " A8o ELEV. CHANGE _ S a, INSTALL IRRIGATION N MAIN LINE TO H /// I I 0 L N THIS (�• RAINBIRD QUICK COUPLER 33DNP & PSI TOTAL SYSTEM LOSSES: -70 PSI LOCATION IN SAME TRENCH AS LATERAL !o / TOQUE SYSTEM LOSSES: PRESSURE'REQUIRED AT HEAD ;. cae)= PSI + GRISWOfD AUTOMATIC CONTROLLER IOC SERIES ( SIZE PER PLAN ) PRESSURE REQUIRED QUIR s -_ _ PST LINE,MAIN LINE SOUTH OF THIS LOCATION TOTAL. PRESSURE RE QUIRD //8.F3 PSI STATIC 'PRESSURE REQUIRED' / PSI _ - SIZE PER PLAN STATIC'PRESSURE AVAILABLE : i PSI STA7IC'PRfSSURE AVAILABLE / /�- PSI' 6 $ /�• �r�2' TO BE INSTALLED IN RIGHT OF WAY AND 61 GRISWOLD REMOTE CONTROL VALVE OW PRV SERIES ( ) REStOUAL WATER PRESSURE :' PSI RESIDUAL WATER PRESSURE 4 "X4 "X4' REDWOOD POST @ 100' O.C. ��� P SI � 3/4R REMOVED AT A FUTURE TIME. INSTALL I GRISWOLD MASTER VALVE,, 2250 -2" POST TO BE PAINTED WHITE AND MARKED goo WILKINS BACKFLOW, PREVENTER 975- AUSB -2" REDUCED PRESSURE TYPE 01 �>='/z�rs!!RE l� ��oc � /sz� l's/ �L /D q WITH "CAUTION - IRRIGATION MAIN LINE LINE SIZE �� ,cie. !'z•`/E r "�ow� -� A .f - BURIED BELOW ". POST TO BE BURIED NIBCO GATE VALVE T -113 ( ) D.B 5Q° ® �� �� NOT - c.��rvErc{H /"/ 's"'`�`Q� WITH 18 OF POST BELOW GRADE.INSTAI_L -- ALERTLTNE PVC `CLASS 315 PRESSURE MAIN LINE FOR.P. IPE 2 AND LARGER DEPTH 18 ALL ONLY APPLY SUFFICIENT WATER r� so /993 r /� /d� + 6" WIDE WARNING TAPE OVER TOP OF CONACTOR /OPERATOR SHALL yai� .... PE 1 AND SMALLER DEPTH 18 GRO WTH OF THE PLANT MATERIAL. AT NO Ls�.✓��e ` /� ( ` TEMPORARY MAIN I_INE.TAPE TO BE --- ALERTLINE PVC SCH 40 PRESSURE MAIN LINE FOR PI TO.PROMOTE HEALTHY GRO �7,( Aq $ • r, IL THE'CONTRACTOR /OPERATOR APPLY WATER AT A RATE D -� : . -�so / • ? (4 I 'e MARKED WITH CAUTION - POTABLE WATER r - - BROWNLNE UVR PVC'SCH 40 LATERAL LINE ON GRADE STAKE @ 6 O.C: EQ TIME W L LINE BURIED BELOW ".TAPE TO BE BLUE OR FRUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. . - �u �- AS APPROVED PVC CLASS 200 NON PRESSURE LATERAL LINE DEPTH 12 IN COLOR AND DETECTABLE TYPE III. AS APPROVED GALVINIZED SCH 40 SLEEVE FOR PIPE OVER V DITCH TWICE THE DIA. OF 'PIPE 1/f / A3 3 TAPE AVAILABLE FROM T. CHRISTY ENT. L c , ; • � ', ,, (714) 1 771 -4142 g DENOTES VALVE STATION NUMBER DENOTES GALLON PER MINUTE DEMAND TOP OF SLOPE X Al DENOTES VALVE SIZE Q %eze -�'� C�� SLOPE "All f B . t 300 O r /lo�fES' f/�r40 ~ =Sc� A 151 KING BROS. IN LINE CHECK VALVE CV - �\ 3/ .�' _ r --- -EXISTING RAU � /...rrN+4.i1. � g/ • 3 „ DATA IND. FLOW SENSOR FM-1..5 / 6 Ae. i, 7 4 ' FUTURE R/W 16 0 m id• I1,_ /D /ap /��• 140 3 � ' M �-" --= --- FUTURE CURB O -{}" - r --O-- 44 1 Z 1 ] Ala • 7 3/¢• I I fq /Qf {fl a Iq'. I`l6i /o -�/ 3 1 �'`- -• -- ` 11�� 0. /Q s { �1, � �'` �� � 1 pie � r -' T - _ o T O P OF SLOPE --r_ 00.2 3 l„ 1 UO 3/�� /" a 110 I • G • _"� l _ .� I - 100 3 Ilk in 3 1 r 3 �c 5 19 t 1 -0 1 �n 0 2 � • /r 3 ' n 7 B S I � s 35.7 ... _ _ _ _ BOTTOM OF SLOPE IZ° • _. AUTOMATIC CONTROLLERS. TO BE GRISWOLD cc B B5 "IOC" MODEL #HS- SPP16 /16 /MVR- 1 /HFSO -+ //Z° /%2• AS ASSEMBLED BY HYDRO - SCAPE PRODUCTS. °J I `•' P (619) 580-6,611. ENCLOSURE AND SOLAR PANELS PER THE INSTALL CONTROLLER � ', . \ �. D ate # URCHAR G DETAILS AND IN ACCORDANCE TO THE E , , W 3/f• 7 A10 . V t,\ Ry L V / 2f ,�O OF CA11F % . � ' S AUTOMATIC CONTROLLERS �I MT TOT HE FLOW M. / Al2 SENSOR AND MASTER VALVE PER THE , LS � FOR MANUFACTURES INSTRUCTIONS. I REFER TO SHEETS LS -I AND I 1 I 29:x! A13 Thee Record D ®cements have �aee�' p PLANTING AND IRRIGATION SPEGIFICATIc�iB. lil /%Z" prCpared based on in`iorma►tion provide 4 0 by others, The Cresi�rt Prolle ssian ,i z 38.0 64 has not verified the &cr.vrelcy ajI Pgr NOTE: �`R TO EIROS#Ck COWROL PLAK I compketeneals of � information a d Si�EiT FGR SiTE E zwoN C&NT1@X MBTALL.AT110Ni. B. A9 5VVt . not be r+esponsil3l a $or aq�y LP -I AND LP -2 f a 5"®`C. C'9r ��' `� a y '"� OGDEN: E NV.H,JJ,AIt"(Il .uu [u[N.�r SENVJCES O MOTSHAGEN A SS OC I ATES , $'• S TD ^ •� $ gyFiII � I f q fwu,.sq.a E^4^r•^'9 d.nm < • , Q .••. r.na" ram I t ssmu,,.,ow a.., + 0 1S 30 •0 ra.wo.rJmf•[weacnfc •M .. ., ,. rr,a '.r lil ;a: p (� f,/f S � $" Uyo CA 8121 , , ..•r ., r •• / I 1 �1"�• � ..�.� .. e 6�9.,1fN{ fu 6,9.Si J4q �,/,/ Corr APPROVALS ° CITY. OF ENCINITA3 PUBLIC WORKS DEPARTMENT DRAWING N0. U I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL 'LJh7 t : C M DEPT. BY MN Y Y ' 91� ' :;.�,°r,. �....F,: r PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED Alllllllllll`lll - � ' GRADING AND EROSION CONTROL PLAN FOR �� � � �- - �;9� BY. eY � . � i ENCINITAS HOME DEPOT L _ HORIZONTAL � » - .3 O' J BY: �, ' r� COMMUNITY DEYELbPMENT DEPT. DATE: ,�,.�.___ DATE DATE p DATE �- - ° SL Of 'E � 1 CCs I �,4 I OIL I R f' IC-c�41' I Ol�l PLAN VERTICAL LANDSCAPE ARCHITECT SHEET S OF l" 7, EXP. DATE: ��. R.C.E. R.C.E. WORK PROJECT NO. 4o f d NOTE: ALL BURIED PIPING SHALL BE INSTALLED Is REDUCED PRESSURE BACKFLOW DEVICE WITH NOTE: �— 1 2 g .IDENTIFYING IT AS USED BACKFILL TO 9OX SATURATE AND COMPACT WITH WARNING TAPE 2 BALL VALVES, REFER TO PLAN FOR TYPE SLEEVES TO BE FOR 'RECLAIMED WATER'. TAPE AND IT'S APPLICATION SHALL CO AND SIZE OF EQUIPMENT. DELL ° SPLICE COAT," FI TO ALL CURRENT 6 SPECIFICATIONS. -- --I' _ -� t � WATER DISTRICT SPECIFICAT. BRASS NIPPLE, DOx #DB -2358 _ = �- MIN, TYPICAL BRASS UNION ' AVAILABLE FROM: •a - 14" BRASS ELL, TYPICAL PEE / GLOBAL SPAN PRODUCTS WATTS #77S LINE SIZE SYSTEM BOX 145 AMB WYE SRAINER W/ LOOSE FICLOSL�tE C AMBELL, CA: 95009 TWO WIRES ?HI1EE WIRES KEY HOSE BIBB.. (408) 379 -2358 SLEEVE. CUFOP, FOP, � SDLAR WIRES *% w FINISH SURFACE FOUR WIRES / 1111 ° III I 1111 =ff - I 1 1111 1111111 — , - - -.- -- - - . e • --J NON- PRESSURE _ a' • , , +_�- - -rte s .. • �„� (�• ^„ , , IIII_Iill = lli 1 11 III �a'3:'' °•. _ >° 1. CLEAN AND STRIP WIRES, CONNECT WIRES WITH A SCOTCH -LOG OR EQUAL ® 'LATERAL LINE CO IIII_ . ELECTRICAL WIRE CONNECTOR. WIRES ARE TO REMAIN CLEAN AND DRY TO o} • +.` =, =° , ; ;' "b,:e:'. ODNDUIT FOR ENABLE SLEEVE TO PROPERLY SEAL. Cll Illl a' _� ..o ,- , .'- ..ti I� CONTROLLER PRESSURE 'MAIN' LINE .; IIII rH. 3t4�ufL1F1 _ t dim• , <; LURES 2. POSITION SLEEVE TO APPROX. I/4 OVER WIRE CONNECTOR_(FIG. 2). 8 • _,t ,, •,r PUSH CLIP OVER SLEEVE END AT EACH PAIR OF: DIRECT BURIAL LOW WIRES - AS SHOWN. • o; FINISH . ` e... . • PVC: MALE .�. - �r�.• a, s, EEP VOLTAGE CONTROL WIRES. e ® GRADE '� ADAPTER - '' 3. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. .SWEEP SLOWLY BACK - ELLS ° °• � ' '' o %• .�b� • CONCRETE WIRES FORTH AROUND SLEEVE UNTIL ADHEASIVE FLOWS AND SEALS AROUND BUNDLE AND. TAPE TO 1 CU. FT. CONCRETE THRUST BLOCKS,.TYPICAL. , i_ ` ` ' : ''____'_' ' `�� FptFfJpTlOpi WIRES AT EACH CLIP. HOLD TORCH 4 - 6 INCHES FROM SLEEVE, DO COOL PIPE AT 10 FT, O•C• WRAP PIPES WITH 10 MIL. TAPE. SATURATE AND TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHING. ALLOW TO COOL FOR APPROX. TWO ItINUTES. COMPACT SUB - GRADE TO 90% PRIOR TO POUR. L 3 , pl SOIL + � - WARE CON���� _- TRENCHING BACKFLOW PREEV AUTOMATIC CONTROLLER - NOTE: AMATEK GREEN PLASTIC NOTE: GREEN PLASTIC CIRCULAR NOTE: USE SCH 40 PVC FOR ALL PIPE AND FITTINGS VALVE BOX (OR EQUAL) USE SCH 40 PVC FOR ALL PIPE AND FITTINGS AMETEK GREEN PLASTIC VALVE BOX, .AMATEK OR EQUAL VALVES UP TO 2" DIA. SHALL HAVE APPROVED. GREEN PLASTIC, ROUND FOR VALVE SIZES 1 -1JP AND BELOW. FOR VALVE SIZES 1 -1/2" AND BELOW. MALLABLE IRON TEE HANDLES; VALVES VALVE BOX, W/ LOCKING COVER USE CLASS 315 PVC PIPE AND SCH 40 PVC WITH LOCKING COVER. . _ " SHALL HAVE SQUARE MARK ' G,v,' W/ 2" WHITE LETTERS FITTINGS FOR VALVE SIZES 2" AND LARGER. USE CLASS 315 PVC PIPE AND SCH 40 PVC VALVE BOX (OR EQUAL) LARGER THAN 2 FITTINGS FOR VALVE SIZES 2" AND LARGER. WITH LOCKING COVER = IIIII� =III II�IIIIIIII I OPERATING NUTS FINISH GRADE FINISH GRADE FINISH GRADE J� FINISH GRADE _ I QUICK COUPLER VALVE, SEE PLAN _ z 1;IIfI' ~ \ CONTROL WIRES WITH Z _III I' 11 CONTROL WIRES WIT GATE VALVE - _ - - II j (IIII IIiCIIIII _ _ =III I I III " EXPANSION COIL VIII BRASS NIPPLE, APPROVED -_ I I- - 24 - _ g {II =1111 LENGTH AS REQUIRED ' 1' - IIII .VIII I _ PVC, SCH, 30 i WIRE CONNECTORS iO I III APPROVED 6" MIN DEPTH CLEAN PEA GRAVEL NIPPLE IIII WIRE CONNECTORS BRASS STREET ELL, TYPICAL PVC. ADAPTER I CU.FT. PEA GRAVEL 1 CU.FT. PEA GRAVEL BRICK STABILIZER, TYPICAL PVC. MAINLINE II , i ; v BRASS NIPPLE 6" MIN. LENGTH —i COVER AS NOTED 2 X 4 REDWOOD PVC SCH 40 TEE OR ELL f " BLOCKING OR BRICK LATERAL PVC MAIN LINE - 1 CU.FT, PEA GRAVEL y LINE DEPTH AS REQUIRED `� r -•- -+ 2 X 4 REDWOOD BLK'G. OR BRICK �✓ ,w '� P VC MAIN LINE BLOCKING, OR BRICK 36" MIN. LENGTH #4 REBAR ` �� BRASS UNIONS 2 x 4 REDWOOD MAIN LINE � 11 PVC MALE STABILIZER, ATTACH W/ TWO (2) AND NIPPLES ADAPTER STAINLESS STEEL BANDS (TYPICAL) REMOT CONTROL .VALVE QUICK K COUPLER VALVE GATE VALVE MASTER CONTROL VAL -_ The Se record poc:ament:.8 have been prey iatred based on in�orm$tion provided IS IN TURF AREAS ry oth The Design Profess PLASTIC, VALVE BOX � 2 IN SHRUB AREAS h t �"o f3ec tht� Or cu arkd /or WITH 2 -6 EXTENSIONS AND ' c9¢IVfet�na pY'ttQ irilf;rrF &tionnd �RCEQUAL.DVER. BY AMETEK FINISH GRADE STAINLESS STEEL V.I.T. SPRINKLER shall not be rssp+r�OSlble �' ®r 81nY rrl -. '3r� or oMisswocv 'V� hwt twway no UF14 t 1 TIE WITH PROTECTIVE VINYL TUBING �'e T as rpskot R" EXTENSI MODEL #ST12 STREAM ROTOR SHRUB. HEAD,REFER; bRC,arp f tech - PROOF WATER TO LEGEND FDR SPECIFLCAT.IONS ,,1 7 77 V^% ION = ` �C[]NNEC7 S I- 5 PIPE =I� BLACK 10 PIPE DIAMETERS #4 REBAR '° #4.REBAR STABILIZER, N . TOE OF - e POP-U ROTOR HEAD DIAMETERS RED BURY TO 18" MIN. DEPTH �� STABILIZER, _ S T MIN. DEPTH (IIII SLOPE SEE LEGEND FOR SPECIFICATIONS -- I FLOW _ STREAM ROTOR BROWNLINE UVR- PVC.COUPLING MAINLINE = I L9 -' SHRUB HEAD, SEE TOE OF OR CHECK VALVE AS REQ'D. - I PLAN AND LEGEND III FINISH GRADE SLOPE ILIA'_ _ _ 4, o e� FOR SPECS, � NOTE ALL HEADS TO .BE e STAINLESS STEEL V.I.T. SPRINKLER III - I1 II Jlll lllll a :. _ TIE WITH.PROTECTIVE VINYL TUBING IIIIIII �IIl111= KEPT A MIN: OF 4 FROM o c EXTENSION KBI IN- LINE -MODEL #ST12 IIi� IIIIIII- IIIi�lllil -ANY HAROSCAPE SURFACE UVR -PVC Iipllll = IIIIE_llll = I — _ - 3/4" PVC SCH 80 NIPPLE; 6• MIN. ° CHECK VALVE - _ -- PEA IIII _(I' I IIl IhIRLEX STREET ELL, TYPICAL 6" MIN. LENGTH ° GRAVEL 1/2" BROWNLINE UVR -PVC I Illil •• ��d'Q�� l 6Q II -(ill 11 SCH 80 NIPPLE, LENGTH 3/4" PVC -SCH 80 NIPPLE, - PVC SCH 40 TEE S x S x T 2 r L 114 AS REQ' D: - 111 6" MIN.LENGTH 1 30 MIn. J I I _ PVC LATERAL LINE �ANOSCg � � 4 _ PVC SCH 40 TEE OR ELL 3/4" MARLEX �Q�O�CK�.HUNFy 9,P� z OGDEN EN V AN,) _ • o MEM(AI E .;Y BROWNLINE UVR -PVC ON PVC LATERAL LINE, STREET ELLS, "- y �W •' I SCH 40 LATERAL LINE AND w IIII II�III _ TYPICAL s,.,« C,,,„ �• (% IIII I =VIII- IIII- FITTINGS ON GRADE, f� " a, " . ,, ��, LJ V IIIIIIII III SIZE AS NOTED ON PLAN I * " II STREA- A • L. MGTSHAGFN ASSOCIATES LTD �J M O o L� 0 r •�. ,.rr.....( .. ..., nu, .xaic".uwsc.re .ncHr[cn"e V r �� ROTOR HIGH POP ROTOR ON SLOPE BASE �FCAU STREAM ROTOR ON GRADE DRAWING NO. w < T / ��pT DESIGNED BY DRAW BY CHECKED BY gppRpye CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK DE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED ( GRADING AND EROSION CONTROL PLAN FOR . u_ eY: ( ENCINITAS NOME DEPOT HORIZONTAL BY: Y BY: iiii��� COMMUNITY DEVELOPMENT DEPT. DATE: '� ,. ,( I DETAI A NOTES � 7 J DATE � 1" � �� _ DATE: DATE: I _ /� VERnCAL LANDSCAPE ARCHITECT � SHEET g . OF ��" R.C.E. WORK PROJECT NO. LIC. #t : EXP. DATE: R.C.E. - J` HOOK (2 REQ'D }, TO BE 3/8" STEEL = NOTE: CENTER STRIP OF IRRIGATION SYSTEM BOTTOM GRADLOPE '�'• 12" HIGH -POP SPRAY HEAD, REFER ROUND BAR STOCK WELDED TO STAKE. N QF ON SLOPE TO BE LOCATED APPROX. 60% TO LEGEND FOR SPECIFICATIONS. c S;✓ OF DISTANCE FROM BOTTM OF SLOPE. " 90 pF rr4 .REBAR STABILIZER, PVC -UVR PIPE ON GRADE , TYPICAL •— pQ BURY TO 18" MIN. DEPTH NOTE: ALL SPRAY HEADS TO. BE SIZE AS NOTED ON PLANS �` ° IRRIGATION HEADS ON GRADE, SHRUB ADAPTER W/ KEPT A MIN. OF 4" FROM ALL SEE SEPERA�E DETAIL. STAINLESS STEEL IIII 60 o HARDSCAPE SURFACES. SPRAY NOZZLE �= o STRAPS (2 REQ.' D..) IIIIL= .. w 60 SEE LEGEND FOR FINISH GRADE SPECIFICATIONS 11111 II = ,— Ill ° PLAN VIEW II��I I I —I�I1= I llu^ ����F 1111 1111111 MARLEX STREET ELL' KBI IN -LINE 1!I PCV LATERAL LINE, SIZE AS NOTED l��ll IIII I��I= UVR -PVC FINISH GRADE = VIII {• CHECK VALVE OLSON 'E -Z TUBE' FLEXIBLE O PVC.PIPE, 12" MIN. LENGTH #i4 REBAR STAKE W S / CHISEL END �r %pQ� 90--x. 1/2" BROWNLINE U.VR -PVC AT IV M DEPTH. PIPE TO BE �OF SCH 80 NIPPLE, LENGTH STAKED @ 5 -.6 FT. O.C. UNLESS;, 6p��p� POP -UP HEADS INSTALLED _ =111= AS REQ'D. OTHERWISE SPECIFIED. =fit =III II — _I =PVC F �--- -+ AT BOTTOM OF SLOPE BROWNLINE UVR , NOTE: ALL STABILIZER ASSEMBLIES AVAILABLE FROM: SEE SEPERATE DETAIL. SCH 40 LATERAL LINE AND � °" / II I III —+.PVC SCH 40 SxSxT TEE �' _ FITTINGS ON GRAOE TO BE THOROUGHLY CLEANED V.I.T. PRODUCTS, INC. zf =' =F;� = II(I —� II���I �' AND DIPPED IN A RUST HUNTINGTON BCH. , CA. AX "FMS IIII =III IILI I IIII III III III IIII SIZE AS NOTED ON PLAN S , WING JOINT,E , TYPICAL INHIBITOR PAINT. (714. ).891 -8338Y ' PIPE.. STABILIZER SLOP CO SH SPRAI ON GRADE HIGH POP ON SLOPE BASE J -HOOK STABILIZER, AS SPECIFIED. -- -- - REDWOOD BtOCKING, AS REQUIRED. SCH 40 GALVINIZED STEEL PIPE SLEEVE. CONCRETE TERRACE DRAIN, BY OTHERS. SCH 40 GALVANIZED STEEL PIPE • - - - - - --- - - -- UVR -PVC SCH 40 I III = II LATERAL LINE . II °= _' • � II III III i I11 '' III IIIII II i ,I II ALL FITTINGS TO BE IIII SCH 40 GALVANIZED Vertical Pipe Run STEEL FITTINGS. SCH 40 GALVANIZED STEEL PIPE SLEEVE 6" MIN. CLR. FINISH GRADE. Z l II III —+ SCH 40 GALVANIZED STEEL PIPE, FE1IIl ulr 111 IIII -1Ii , I(II111 Horizontal Pipe Run TERRACE DRAIN CROSSING C These Record Donurropts he we ti ara prepared b4sed are InformaOcp provided NDSc lay at ears The Design Professlonal ���?\ x z. HuK has t verified tho accu,� 4cy rod r" oI' �� �o� � ?� � campiawipr ss of this information sand W ,:��".�m' �� � W show i not ba resportslb =e for any Ic a4 Tors or omissions h may do g s f w ain ,ate rORv " rr Q Fotw PA' E 9TF OF CALF Q OGGEN VA)Na , cNiAI 4N,1 *81,ySEAVG S e 0. ^L. MOTSHAGEN ASSOCIATES, LTD. i L L. +u.vy nf.aN ru.. .nrt'uf cwo -. i iafi,Caa FL>15rk U90. mna. a gnru9 R.NNG•OF,KJI•UYO,CN[ MCHT[CTUPE �p�1+t 1� pV+ DESIGNED BY DRANM BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE t3ENC�-I MARK SCALE 8PWAL DUMC7 / DEPT. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. Il� c PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED j` GRADINCs AND EROSION CONTROL PLAN FOR 3425. HORIZONTAL _ , BY: /� �� BY: _ BY: V __ ENCINITAS NOME DEPOT COMMUNITY DEVELOPMENT DEPT. DATE: ' s• IRRIGATION DETAILS AND NOTES �•, `� DATE DATE: DATE: �Es'� >��y' VERTICAL DATE: ARCHITECT - ..° / eve SHEET �� OF �*� LIC.w EXP DATE: R.C.E. -_ R.C.E. WORK PROJECT N0. 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