pm259_064-066THIS PARCEL MAP CONTAINS 2.24 ACRES GROSS AND
4 TOTAL LOTS WITHIN THE DISTINCTIVE BORDER.
O WNER 'S STA TEMEN T
WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN
THE SUBDIVISION SHOWN HEREON, THAT WE ARE THE ONLY PERSONS WHOSE
CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE
CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS
SHOWN WITHIN THE DISTINCTIVE BORDER LINE.
WE HEREBY DEDICATE TO THE CITY OF PALM SPRINGS. PUBLIC USE EASEMENTS
FOR PUBLIC UTILITY AND SEWER PURPOSES TOGETHER WITH THE RIGHT OF
INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES AND PERSONNEL,
AS SHOWN WITHIN THIS MAP.
WE ALSO HEREBY RETAIN THE EASEMENTS FOR DRAINAGE INCLUSIVE AND
RECIPROCAL ACCESS PURPOSES AND THE EASEMENT FOR STORM DRAIN PURPOSES,
AS SHOWN WITHIN THIS MAP, FOR THE SOLE BENEFIT OF OURSELVES, SUCCESSORS,
ASSIGNEES AND LOT 0 NERS WI THIN THIS MAP.
CIRCLE D VE
0 WEST A CALIFORNIA LIMITED LIABILITY COMPANY
BY -
PRINT NAME. RICHARD MEANEY
BENEFI CIA R Y
3 BO S, LC, AS BENEFICIARY UNDER THAT CERTAIN
DEED OF TT S RE 0 DED SEPTIMK 171 202't AS INSTRUMENT
NO. \ 4- F OFFICIAL RECORDS 202if-0Ze0b63
By.\ �_ _ BY
PR/NTLD NAMJE�. c�10kh /Nle m>
TI TLE. d ek. oe r
PRINTED NAME.•
TI TLE.
NOTARY A CKNO WL ED GEMEN T
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE
VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE
DOCUMENT TO WHICH THIS CERTIFICATE /S ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA ) SS
COUNTY OF RIVERSIDE )
ON TUf V & 2024, BEFORE ME,
Carol L. ff i CkvKa�n A NOTARY PUBLIC,
'TONA L Y APPEARED ' Clear a( /M-ea ri t AND
OTA uJi S ,WHO PROVED TO E ON THE
BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE
NAME(S)�/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT,Hg/SHE/THEY EXECUTED THE SAME /N
*SI-tom/THEIR AUTHORIZED CAPAC/TY(IES), AND THAT BY
,4�//THE/R SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S),
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED,
EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE
STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH /S TRUE AND
CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL. MY PRINCIPAL PLACE OF BUSINESS /S IN.
'' D RQIICfto ✓�//;r.^s2, CA
,
/�"(
S/GNA TORE. ��COMMISSION NO.oZ 3 9(a 80 3
NOTARY PUBLIC EXPIRATION DATE: Vk4rd, !I, ROQCP
NOTARY A CKNO WL ED GEMEN T
.A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE
VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE
DOCUMENT TO WHICH THIS CERTIFICATE 1S ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA ) SS
COUNTY OF RIVERSIDE )
ON 2024, BEFORE ME,
. A NOTARY PUBLIC,
PERSONALLY APPEARED AND
WHO PROVED TO ME ON THE
BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE
NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN
HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S),
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED,
EXECUTED THE INSTRUMENT
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE
STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND
CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL. MY PRINCIPAL PLACE OF BUSINESS IS IN:
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP 38526
A SUBDIVISION OF PARCEL 1 OF PARCEL MAP 36431, P.M.B. 237133-35
SECTION 35, TOWNSHIP 4 SOUTH., RANGE 4 EAST, S.B. &M.
VAN SURVEYING, INC. JANUARY 2004
TAX COL L EC TOR 'S CER TI FI CA TE
I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS
OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE
PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY,
MUNICIPAL, OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED
AS TAXES,B
B-,-PryABL-, HIEftRE-E,:�rTl
DA TE.2024
MA TTHEW JENN/NG
COUNTY X CO LEC
BY DEPUTY
BOND CER TIFICA TE
YET EXTENDED
I HEREB ERTIFY THAT A BOND IN THE SUM OF
HAS BEEN CUTED AND FILED WITH THE BOARD OF SUPERVISORS
THE COUNTY RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE
PAYMENT OF ALL XES, STATE, COUNTY, MUNICIPAL, OR LOCH
AND ALL SPECIAL A SSMENTS COLLECTED AS TAXES, WCH AT THE
TIME OF FILING OF THl AP WITH THE COUNTY RECOR9 R ARE A
LIEN AGAINST SAID PROP BUT NOT YET PAYA6Lf AND SAID BOND
HAS BEEN DULY APPROVED AID BOARD OF,,6tPERV/SORS.
DA TE:
CASH BOND
MA TTHEW JENNINGS
COUNTY TAX COLLECTOR
DEPUTY
rots-O�rt� 08 �
ar; �
SHEET 9 OF 3 SHEETS
RECORDER'S STA TEMEN T
FILED THIS 2-ADA Y OF M bG 1/ 2024, A T
M. IN BOOK Z-59 OF PARCEL MAPS AT
PAGES AT THE REQUEST OF THE CITY CLERK OF THE
CITY OF PALM SPRINGS, CALIFORNIA.
NO. - 7-30S
FEE.
PETER ALDANA
COUNTY RECORDER -ASSESSOR -CLERK
BY.• C/� DEPUTY
SUBDIVISION GUARANTEE BY ,09Ri14 AMERICAN TITLE CO.
��'�s�
SUR VE YOR 'S S TA TEMEN T
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A
FIELD SURVEY /N CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP
ACT AND LOCAL ORDINANCE AT THE REQUEST OF 0 WEST 6FA — -- LLC
IN AUGUST OF 2023. r/RG'LE DRIVE
I HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE
POSI TI DNS INDICATED OR THAT THEY WILL BE SET WITHIN ONE YEAR OF THE FILING
OF THIS MAP WITH THE COUNTY RECORDER AND THAT THE MONUMENTS ARE, OR WILL
BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL
TRACT MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE
TRACT MAP. THIS SURVEY /S TRUE AND COMPLETE AS SHOWN.
DATE. • Z JLf Iq n /0 1 2024 L LAN
STEVEN J. V
P.L.S. 6500
Cl T Y ENGINEER'S S TA TEMEN T
G�
0 Steven %L Van o
o. �o
s �tom
w* �e
I►�xf4�
I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF TRACT MAP
NO. 38526 CONSISTING OF 2 SHEETS, THAT THE SUBDIVISION SHOWN HEREON
IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OR
ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE STATE
SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME
OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH,
DATED. /0 - 2 2024
MONTq�Z
SOILS REPOR T
* NO. 62624 70
PURSUANT TO SECTION 66490 OF THE SUBDIVISION MAP ACT A
BY --
JOEL NTALVD
PRELIMINARY SOILS REPORT, PROJECT NO. 544-23400, WAS PREPARED
R.C.E N0. 62624
F Civil -o�
of
BY SLADDEN ENGINEERING. ON JANUARY 08, 2024, AND IS ON FILE
CA �� F
CAROL L. HICKMAN
WITH THE CITY OF PALM SPRINGS, ENGINEERING DEPARTMENT.
b 03
NOTARYPUBLIC-CALIFORNIA V'
"
Cl T Y SUR V E YOR 'S S TA TEMEN T
RIVERSIDE COUNTY
_ ,..�.__,_._ _ .x
MY Comm. EXP. MAR. 11, 2026"'�
l HEREB Y STA TE THA T I HA VE EXAMINED THE MAP, AND
THA T / AM SA TISFIED
SI GNA TURE OMMI SSIONS
THAT SAID MAP IS TECHNICALLY CORRECT.
PURSUANT TO SECTION 66436 A , AND C , OF THE SUBDIVISION
O O
2i9 • J L,
DATED: J Y 2 24
5�° ,P` LAtvo S
MAP ACT. THE SIGNATURES OF THE FOLLOWING OWNERS OF
EASEMENTS AND/OR OTHER INTEREST HAVE BEEN OMITTED.
�� �`
BY.'
a rik T. Howard o
ER/K RD
a
NONE
P. L. S. 7648
ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC.
No. 7648 �Q
qTF OF C
CITY CL ERK'S S TA TEMEN T
1, BRENDA PREE, CITY CLERK OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS,
STA TE OF CALIFORNIA, HEREY STA TE TH4 T SAID CITY COUNCIL A T ITS REGULAR
MEETING HELD ON THE dk� DAY OF 426&eA 2024, DULY APPROVED THE
FINAL MAP NO. 38526, AND DID ACCEPT ON BEHALF OF THE PUBLIC. THE DEDICATION
OF THE EASEMENT FOR PUBLIC UTILITY AND SEWER PURPOSES TOGETHER WITH THE
RIGHT OF INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES AS SHOWN
WITHIN THIS MAP.
THE TENTATIVE MAP FOR SAID TRACT MAP WAS APPROVED BY THE PLANNING
COMMISSION AT ITS REGULAR MEETING HELD ON THE 13TH DAY OF SEPTEMBER, 2023.
DATED: ILO - �' 2024
SIGNATURE. COMMISSION NO. BRENDA PREE, MC, CERA
CITY CLERK OF THE
NOTARY PUBLIC EXPIRATION DATE: CITY COUNCIL OF THE CITY OF PALM SPRINGS, CAL/FORINA W 0. 22-129
Z"v4wo"Z'"e
SHEET 2 OF 3 SHEETS VP
IN THE CITY OF PALM SPRINGS,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
P
I
AJ?CAEl. MAP N®. 38526
' A SUBDIVISION OF PARCEL 1 OF PARCEL MAP 36431, P.M.B. 237133-35
6 SECTION 35, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S. B. &M.
VAN SURVEYING INC. JANUARY 2024
FD. 3/4" I.P. W/ PLASTIC PLUG
J i PERS TAMP. M. B. 237433 U 0.6'����
EST. BY PRORATION BETWEEN
I ACCEPTANCE AS THE NW Cr) oninirc CACT P. uiccr
N IM
� C
4 I
I
I
(
I
I
P M 3 6 4 31 P.M.H. 237/033- 035 EST. CIL BETWEEN PM 3643I
FD. POINTS EAST & WEST P M B 237 In33 035
- Cl TY OF PALM SPRINGS-
IRV
COUNTY OF RIVERSIDE
�FD. 3 4" I.P. W PLASTIC PLUG
STAMPED LS 4146, FLUSH PER
M.B. 340151-55
— — N 89°3854E 659,62' (659.572 ......
_T
qACANTO DRIVE �
ROAD EASEMENT
REC. DEC. 5, 1983
INST. NO. 251340 0.1
S/L Y R/W ACANTO DRI VE
M, 1.5406.5060
329, 68' (329, 71
PA RCEL 2
PM 36431
P.M.B. 237/033- 035
W. BOUNDARY PCL 2 EST.
BETWEEN ESTABLISHED POINT
NORTH AND FD. POINTS
NORTH & SOUTH
FD. 314" I.P. TAGGED
LS 4146, DN 0.2' PER
P.M.B. 237/33-35
ACCEPTED AS THE NE
CORNER OF PARCEL 2
OF SAID P.M.B 237/33-35
SO? VEYOR S NO TES
Q INDICATES SET 1 " I.P. TAGGED LS 6500
FLUSH UNLESS OTHERWISE NOTED
INDICATES MONUMENTS FOUND AS SHOWN
() INDI CA TES RECORD DATA PER P.M.B. 237/33- 35
[ J INDICATES RECORD DATA PER M. B 340/51-55
i C/L INDICATES CENTERLINE
R/W INDICATES RIGHT OF WAY
THIS PARCEL MAP CONTAINS 2.24 ACRES
WITHIN THE DISTINCTIVE BORDER.
BASIS OF BEARINGS,
CENTERLINE OF ACANTO DRIVE
BEING N 89°3854" E PER TRACT MAP NO. 29632,
' p MB 340 AT PAGES 51 THRU 55, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA.
Qi
� N
N EASEMENT NOTES
N
QO
2
E. BOUNDARY PCL 2 EST
BETWEEN FD. POINTS
NORTH & SOUTH
AAINDICATES EASEMENT FOR DRAINAGE, STORM DRAIN
AND RECIPROCAL ACCESS PURPOSES RETAINED HEREON.
INDICA TES EASEMENT FOR PUBLIC U77LI TY AND SEWER
PURPOSES DEDICATED HEREON.
EST. NO. LINE OF LOT A
PARALLEL TO & 34' NOR774
OF C L PER INST. NO.
202-0050269 SHOWN
HEREON S.E. CORNER OF PARCEL 2 OF P.M.B. 237/33-35
329.80' (329,787 SFN EST POINT BY INT OF ESTAB LISHED NO LINE
LOT ""A ""
PM 36431
r j I P.M.B. 237/033- 035
r
OF LOT A AND ESTABLISHED E. LINE OF PARCEL 2
o!
FD. 2" BRASS CAP STAMPED RCFC & WCD "1997"
DOWN 0.2 ACCEP7ED AS S 114 COR. SEC 35
PER P.M.B. 237/33-35
GRAPHIC SCALE
30 15 0 30 60 90
SCALE 1 "=30'
W.O. 22-129
Vf-039,
or
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORML4
IMPROVEMENT STATEMENT
PURSUANT TO SECTION 66411.1 (a) OF THE CALIFORNIA SUBDIVISION
MAP ACT, THE REQUIRED PUBLIC IMPROVEMENTS WILL BE THE MINIMUM
DEVELOPMENT REQUIREMENTS FOR ANY PARCEL DEVELOPED OF TENTATIVE
PARCEL MAP NO. 38526 SHALL BE COMPLETED PRIOR TO ISSUANCE OF A BUILDING
PERMIT ON THE PARCEL, UNLESS OTHERWISE DEFERRED BY COVENANT.
STREETS
ENG 1. ANY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY REQUIRE A CITY OF PALM SPRINGS ENCROACHMENT PERMIT.
ALL IMPROVEMENTS ARE SUBJECT TO INSPECTION AND A 48-HOUR INSPECTION NOTIFICATION IS REQUIRED.
ENG 2 SUBMIT STREET IMPROVEMENT PLANS PREPARED BY A REGISTERED CALIFORNIA CIVIL ENGINEER TO THE
ENGINEERING SERVICES DEPARTMENT. THE PLAN(S) SHALL BE APPROVED BY 174E CITY ENGINEER PRIOR TO
ISSUANCE OF ANY ENCROACHMENT OR BUILDING PERMITS.
ACANTO DRIVE
ENG J. CONSTRUCT A 40 FEET WIDE DRIVEWAY APPROACH IN ACCORDANCE WITH CITY OF PALM SPRINGS STANDARD DRAWING
NO. 201.
ENG 4. CONSTRUCT PAVEMENT WITH A MINIMUM PAVEMENT SEC77ON OF 3 INCHES ASPHALT CONCRETE PAVEMENT OVER 6
INCHES CRUSHED MISCELLANEOUS BASE WITH A MINIMUM SUBGRADE OF 24 INCHES AT 957. RELATIVE COMPACTION,
OR EQUAL, FROM EDGE OF PROPOSED/EXIS77NG GUTTER/CLEAN SAWCUT EDGE OF PAVEMENT TO CLEAN SAWCUT EDGE
OF PAVEMENT/CENTERLINE ALONG THE EN77RE FRONTAGE IN ACCORDANCE WITH CITY OF PALM SPRINGS STANDARD
DRAWING NO. 110. (ADDITIONAL PAVEMENT REMOVAL AND REPLACEMENT MAY BE REQUIRED UPON REVIEW OF
EXIS77NG PAVEMENT CROSS -SECTIONS AND TO ENSURE GRADE BREAKS OF 174E PAVEMENT CROSS-SECTION DO NOT
OCCUR WITHIN A TRAVEL LANE.) IF AN ALTERNATIVE PAVEMENT SEC77ON IS PROPOSED, THE PROPOSED PAVEMENT
SEC77ON SHALL BE DESIGNED BY A CALIFORNIA REGISTERED GE07ECHNICAL ENGINEER USING "R" VALUES FROM THE
PROJECT SI7E AND SUBMITTED TO 774E CITY ENGINEER FOR APPROVAL.
ENG 5. REMOVE AND REPLACE EXIS77NG ASPHALT CONCRETE PAVEMENT WHERE REQUIRED, IN ACCORDANCE NTH APPLICABLE
CITY STANDARDS.
ON-97E
ENG 6. ALL BROKEN OR OFF GRADE STREET IMPROVEMENTS ALONG THE PROJECT FRONTAGE SHALL BE REPAIRED OR
REPLACED.
ENG 7. CONSTRUCT A 40 WIDE DRIVE ISLE AND HAMMERHEAD TURN AROUND FOR EMERGENCY VEHICLES, U77LI77ES AND
RECIPROCAL ACCESS AS INDICATED ON THE APPROVED TENTATIVE PARCEL MAP 38526, CONSTRUCT A MINIMUM
PAVEMENT SEC77ON OF 3 INCHES ASPHALT OVER 4 INCHES CRUSHED MISCELLANEOUS BASE WITH A MINIMUM
SUBGRADE OF 24 INCHES AT 959 RELATIVE COMPACTION, OR EQUAL, W17HIN ALL ON-SI7E PRIVATE STREETS IN
ACCORDANCE WITH CITY OF PALM SPRINGS STANDARD DRAWING NO. 110 AND 106A. IF AN ALTERNA77VE PAVEMENT
SECTION IS PROPOSED, THE PROPOSED PAVEMENT SECTION SHALL BE DESIGNED BY A CALIFORNIA REGISTERED
GE07ECHNICAL ENGINEER USING "R" VALUES FROM THE PROJECT SITE AND SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL.
ENG 8. 174E GATED ENTRY IS SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER AND FIRE MARSHALL. 174E
APPLICANT SHALL PROVIDE AN EXHIBIT SHOWING TRUCK TURNING MOVEMENTS AROUND THE ENTRY, DEMONSTRATING
THE ABILITY OF STANDARD SIZE VEHICLES TO MANEUVER THROUGH 174E ENTRY (WITHOUT REVERSING) IF UNABLE TO
ENTER THE PROJECT. A MINIMUM OF 50 FEET SHALL BE PROVIDED BETWEEN THE BACK OF SIDEWALK ON THE
ADJACENT STREET AND THE GATED ENTRY DIRECTORY/CONTROL PANEL, WITH AN APPROVED MANEUVERING
AREA PROVIDED BETWEEN THE DIRECTORY/CONTROL PANEL AND THE ENTRY GATES 174E INGRESS AND EGRESS LANES
SHALL BE A MINIMUM OF 20 FEET WIDE, UNLESS 0714ERWISE APPROVED BY 174E FIRE MARSHALL. A KNOX KEY
OPERATED SWITCH SHALL BE INSTALLED AT EVERY AUTOMA71C GATE. SECURED AUTOMATED VEHICLE GATES OR
ENTRIES SHALL U77LIZE A COMBINAT70N OF A TOMAR STROBESWITCH, OR APPROVED EQUAL, AND AN APPROVED
KNOX KEY ELECTRIC SWITCH WHEN REQUIRED BY THE FIRE CODE OFFICIAL. SECURED NON-AUTOMAIED VEHICLE
GATES OR ENTRIES SHALL U77LIZE AN APPROVED PADLOCK OR CHAIN (MAXIMUM LINK OR LOCK SHACKLE SIZE OF
INCH) WHEN REQUIRED BY 774E FIRE CODE OFFICIAL. IN 774E EVENT OF A POWER FAILURE, 774E GATES SHALL BE
DEFAULTED OR AUTOMA 71CALL Y TRANSFERRED TO A FAIL-SAFE MODE ALLOWING 774E GATE TO BE PUSHED OPEN
WITHOUT THE USE OF SPECIAL KNOWLEDGE OR ANY EQUIPMENT. IF A TWO -GATE SYSTEM IS USED, THE OVERRIDE
SWITCH MUST OPEN B0774 GATES
ENG 9. ON -SITE DRIVE AISLES SHALL BE CONSTRUCTED WITH CURBS, GUTTERS, AND CROSSGUT7ERS, AS NECESSARY
TO ACCEPT AND CONVEY STREET SURFACE DRAINAGE OF THE ON -SITE STREETS TO THE ON -SITE DRAINAGE SYSTEM,
IN ACCORDANCE W1774 APPLICABLE CITY STANDARDS
SANITARY SEWER
ENG 10. ALL SANITARY FACILITIES SHALL BE CONNECTED TO 774E PUBLIC SEWER SYSTEM (VIA 774E PROPOSED ON -SITE
PRIVATE SEWER SYSTEM). NEW LATERALS SHALL NOT BE CONNECTED AT MANHOLES.
ENG 11. ALL ON -SITE SEWER SYSTEMS SHALL BE PRIVATELY MAINTAINED BY A HOMEOWNERS ASSOCIATION (HOA).
PROVISIONS FOR MAINTENANCE OF 174E ON -SITE SEWER SYSTEM ACCEPTABLE TO THE CITY ENGINEER SHALL BE
INCLUDED IN THE
COVENANTS, COND177ONS AND RESTRICTIONS (CC&RS) REQUIRED FOR THIS PROJECT.
ENG 12. IF AN ON -SITE PRIVATE SEWER SYSTEM IS PROPOSED TO COLLECT SEWAGE FROM THE DEVELOPMENT AND CONNECT TO
771E EXIS77NG PUBLIC SEWER SYSTEM, SEWER PLANS SHALL BE SUBMITTED TO THE ENGINEERING SERVICES
DEPARTMENT FOR REVIEW AND APPROVAL. PRIVATE ON -SITE SEWER MAINS FOR RESIDENTIAL PROJECTS SHALL
CONFORM TO CITY SEWER DESIGN STANDARDS, INCLUDING CONSTRUCTION OF 8INCH V.C.P. SEWER MAIN AND
STANDARD SEWER MANHOLES SEWER MANHOLE COVERS SHALL BE IDENTIFIED AS PRIVATE SEWER. A PROFILE VIEW
OF 774E ON -SITE PRIVA7E SEWER MAINS IS NOT NECESSARY IF SUFFICIENT INVERT INFORMA7ION IS PROVIDED IN
THE PLAN VIEW, INCLUDING ELEVA77ONS W714 CONFLIC77NG U77LITY LINES PLANS FOR SEWERS 0774ER 774AN THE
PRIVATE ON -SITE SEWER MAINS, LE. BUILDING SEWERS AND LATERALS FROM THE BUILDINGS TO 174E ON -SITE
PRIVATE SEWER MAINS, ARE SUBJECT TO SEPARA7E REVIEW AND APPROVAL BY THE BUILDING DIVISION.
ENG 13. UPON COMPLETION OF THE CONSTRUCTION OF PUBLIC SEWER LINES, AN AS -BUILT DRAWING IN DIGITAL FORMAT
SHALL BE PROVIDED TO THE CITY AS REQUIRED BY THE
CITY ENGINEER, IF 714E SEWER WAS NOT CONSTRUCTED IN ACCORDANCE W1774 774E ORIGINAL APPROVED SEWER
PLANS
PARCEL MAP 38526
A SUBDIVISION OF PARCEL 1 OF PARCEL MAP 36431, F M. B. 237133-35
SECTION 35, TOWNSHIP 4 SOUTH., RANGE 4 EAST, S.B. &M.
VAN SURVEYING, INC.
GRADING
JANUAR Y 2024
ENG 14. SUBMIT A ROUGH GRADING PLAN PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER TO THE ENGINEERING
SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. A FUGITIVE DUST CONTROL PLAN SHALL BE PREPARED BY THE
APPLICANT AND/OR ITS GRADING CONTRACTOR AND SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT FOR
REVIEW AND APPROVAL. THE APPLICANT AND/OR ITS GRADING CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH
CHAPTER 8.50 OF THE CITY OF PALM SPRINGS
MUNICIPAL CODE AND SHALL BE REQUIRED TO UTILIZE ONE OR MORE COACHELLA
VALLEY BEST AVAILABLE CONTROL MEASURES AS 1DEN77FIED IN THE COACHELLA VALLEY FUGITIVE DUST CONTROL
HANDBOOK FOR EACH FUGITIVE DUST SOURCE SUCH THAT THE APPLICABLE PERFORMANCE STANDARDS ARE MET. THE
APPLICANTS OR ITS CONTRACTORS FUGITIVE DUST CONTROL PLAN SHALL BE PREPARED BY STAFF THAT HAS
COMPLETED THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (AQMD) COACHELLA VALLEY FUGITIVE DUST
CONTROL CLASS 174E APPLICANT AND/OR ITS GRADING CONTRACTOR SHALL PROVIDE THE ENGINEERING SERVICES
DEPARTMENT WITH CURRENT AND VALID CERTIFICATE(S) OF COMPLETION FROM AQMD FOR STAFF THAT HAVE
COMPLETED THE REQUIRED TRAINING. FOR INFORMATION ON ATTENDING A FUGITIVE DUST CONTROL CLASS AND
INFORMA770M ON THE COACHELLA VALLEY FUGITIVE DUST CONTROL HANDBOOK AND RELATED PM10 DUST CONTROL
"�'iSSUES, PLEASE CONTACT AQMD AT (909) 396-3752, OR AT HTTP://WWW.AQMD.GOV. A FUGITIVE DUST CONTROL
PLAN IN'CONFORMANCE KITH THE COACHELLA VALLEY FUGITIVE DUST CONTROL HANDBOOK, SHALL BE SUBMITTED TO
AND'APPROVED BY THE ENGINEERING SERVICES DEPARTMENT PRIOR TO APPROVAL OF THE GRADING PLAN. THE
GRADING- PLAN SHALL BE APPROVED BY 174E CITY ENGINEER PRIOR TO ISSUANCE OF GRADING PERMIT.
A.: WE FIRST SUBMITTAL OF 174E ROUGH GRADING PLAN SHALL INCLUDE THE FOLLOWING INFORMATION: A COPY OF
FINAL APPROVED CONFORMED COPY OF CONDITIONS OF APPROVAL; A COPY OF A FINAL APPROVED CONFORMED COPY
OF 774E SI7E PLAN, • A COPY OF CURRENT 7711E REPORT; A COPY OF SOILS REPORT, AND A COPY OF THE
ASSOCIATED HYDROLOGY STUDY/REPORT,A COPY OF 174E PROJEC7SPECIFIC FINAL WATER QUALITY MANAGEMENT
PLAN.
ENG 15. PRIOR TO APPROVAL OF A GRADING PLAN (OR ISSUANCE OF A GRADING PERMIT), THE APPLICANT SHALL OBTAIN
WRITTEN APPROVAL TO PROCEED WITH CONSTRUCTION FROM THE AGUA CALIENTE BAND OF CAHUILLA INDIANS,
7RIBAL HISTORIC PRESERVA77ON OFFICER OR TRIBAL ARCHAEOLOGIST (A COPY OF THE WRITTEN APPROVAL MUST BE
PROVIDED TO THE CITY) . THE APPLICANT SHALL CONTACT THE TRIBAL HISTORIC PRESERVA77ON OFFICER OR THE
TRIBAL ARCHAEOLOGIST AT AC6CITHPO®AGUACALIEN7E.NET TO DETERMINE THEIR REQUIREMENTS, IF ANY,
ASSOCIATED WITH GRADING OR OTHER CONSTRUCTION. THE APPLICANT IS ADVISED TO CONTACT THE TRIBAL
HISTORIC PRESERVA77ON OFFICER OR TRIBAL ARCHAEOLOGIST AS
EARLY AS POSSIBLE. IF REQUIRED, IT IS THE RESPONSIBILITY OF THE APPLICANT TO COORDINATE SCHEDULING
OF TRIBAL MONITORS DURING GRADING OR OTHER CONSTRUCTION, AND TO ARRANGE PAYMENT OF ANY REQUIRED FEES
ASSOCIATED WITH TRIBAL MONITORING.
ENG 16. IN ACCORDANCE WITH AN APPROVED PM-10 DUST CONTROL PLAN, TEMPORARY DUST CONTROL PERIMETER FENCING
SHALL BE INSTALLED. FENCING SHALL HAVE SCREENING THAT IS TAN IN COLOR, • GREEN SCREENING WILL NOT BE
ALLOWED. TEMPORARY DUST CONTROL PERIMETER FENCING SHALL BE INSTALLED AFTER ISSUANCE OF GRADING
PERMIT, AND IMMEDIATELY PRIOR TO COMMENCEMENT OF GRADING OPERA710NS
ENG 17. TEMPORARY DUST CONTROL PERIMETER FENCE SCREENING SHALL BE APPROPRIATELY MAINTAINED, AS REQUIRED BY
THE CITY ENGINEER. CUTS (VENTS) MADE INTO 174E PERIMETER FENCE SCREENING SHALL NOT BE ALLOWED.
PERIMETER FENCING SHALL BE ADEQUATELY ANCHORED INTO THE GROUND TO RESIST WIND LOADING.
ENG 18. WITHIN 10 DAYS OF CEASING ALL CONSTRUCTION AC77WTY AND WHEN CONSTRUCTION AC77WT7ES ARE NOT
SCHEDULED TO OCCUR FOR AT LEAST 30 DAYS, 174E DISTURBED AREAS ON -SITE SHALL BE PERMANENTLY
STABILIZED, IN ACCORDANCE WITH PALM SPRINGS MUNICIPAL CODE SEC77ON 8.50.022. FOLLOWING
STABILIZA77ON OF ALL DISTURBED AREAS, PERIMETER FENCING SHALL BE REMOVED, AS REQUIRED BY THE CITY
ENGINEER.
ENG 19. PRIOR TO ISSUANCE OF GRADING PERMIT, THE APPLICANT SHALL PROVIDE VERIFICAT70N TO THE CITY THAT THE
TRIBAL HABITAT CONSERVATION PLAN (THCP) FEE HAS BEEN PAID TO THE AGUA CALIENTE BAND OF CAHUILLA
INDIANS IN ACCORDANCE WITH 174E THCP.
ENG 20. A N077CE OF INTENT (N0l) TO COMPLY WITH THE CALIFORNIA GENERAL. CONSTRUCTION STORMWATER PERMIT (WATER
QUALITY ORDER 2009-0009-DWQ AS MODIFIED SEPTEMBER 2, 2009) IS REQUIRED FOR THE PROPOSED DEVELOPMENT
VIA THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD ONLINE SMARTS SYSTEM. A COPY OF THE EXECUTED
LETTER ISSUING A WASTE DISCHARGE IDENTIFICATION (WD/D) NUMBER SHALL BE PROVIDED TO 174E CITY ENGINEER
PRIOR TO ISSUANCE OF A GRADING OR BUILDING PERMIT.
ENG 21. THIS PROJECT REQUIRES PREPARA77ON AND IMPLEMENTATION OF A STORMW47ER POLLU77ON PREVENTION PLAN
(SWPPP). AS OF SEPTEMBER 4, 2012, ALL SWPPPS SHALL INCLUDE A POST- CONSTRUCTION MANAGEMENT PLAN
(INCLUDING BEST MANAGEMENT PRACTICES) IN ACCORDANCE WITH THE CURRENT CONSTRUCTION GENERAL PERMIT.
WHERE APPLICABLE, THE APPROVED FINAL PROJECT -SPECIFIC WATER QUALITY MANAGEMENT PLAN SHALL BE
INCORPORATED BY REFERENCE OR ATTACHED TO THE SWPPP AS THE POST -CONSTRUCTION MANAGEMENT PLAN. A COPY
OF 774E UP-TO-DATE SWPPP SHALL BE KEPT AT THE PROJECT SI7E AND BE AVAILABLE FOR REVIEW UPON REQUEST.
ENG 22. IN ACCORDANCE WITH CITY OF PALM SPRINGS MUNICIPAL CODE, SEC77ON 8.50.022 (H), THE APPLICANT SHALL
POST WITH THE CITY A CASH BOND OF TWO THOUSAND DOLLARS ($2,000.00) PER DISTURBED ACRE (IF THERE IS
DISTURBANCE OF 5,000 SQUARE FEET OR MORE) AT THE 77ME OF ISSUANCE OF GRADING PERMIT FOR U177GA77ON
MEASURES FOR EROSION/BLOWSAND RELA77NG TO THIS PROPERTY AND DEVELOPMENT.
ENG 23. A GEOIECHN/CAL/SOILS REPORT PREPARED BY A CALIFORNIA REGISTERED GE07ECHNICAL ENGINEER SHALL BE
REQUIRED FOR AND INCORPORATED AS AN INTEGRAL PART OF THE GRADING PLAN FOR THE PROPOSED DEVELOPMENT..
A COPY OF THE GE07ECHNICAL/SOILS REPORT SHALL BE SUBMITTED TO 774E ENGINEERING SERVICES DEPARTMENT
WITH THE FIRST SUBMITTAL OF A GRADING PLAN.
ENG 24. THE APPLICANT SHALL PROVIDE GRADING CERTIFICATION FOR ALL BUILDING (OR STRUCTURE) PADS IN
CONFORMANCE WI7H THE APPROVED GRADING PLAN TO THE ENGINEERING SERVICES DEPARTMENT FOR REVIEW AND
APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMITS
ENG 25. IN COOPERATION W17H THE CALIFORNIA AGRICUL77JRAL COMMISSIONER AND THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE RED IMPORTED FIRE ANT PROJECT, APPLICANTS FOR GRADING PERMITS INVOLVING A GRADING
PLAN AND INVOLVING THE EXPORT OF SOIL WILL BE REQUIRED TO PRESENT A CLEARANCE DOCUMENT FROM A
DEPARTMENT OF FOOD AND AGRICUL77JRE REPRESENTATIVE IN THE FORM OF AN APPROVED NOTIFICATION OF INTENT
TO MOVE SOIL FROM OR WITHIN QUARANTINED AREAS OF ORANGE, RIVERSIDE, AND LOS ANGELES COUNTIES
(REVISED - RIFA FORM CA-1) PRIOR TO APPROVAL OF THE GRADING PLAN (IF REQUIRED). THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE OFFICE IS LOCATED AT 6819 EAST GAGE AVENUE, COMMERCE, CA 90040
(PHONE(760)782-3271, (562)505-6415), SONIA. ORAN@CDFA. CA. GOV.
SHEE T 3 OF 3 SHEE TS
DRAINAGE
ENG 26. ALL STORMWATER RUNOFF PASSING THROUGH THE S17E SHALL BE ACCEPTED AND CONVEYED ACROSS THE
PROPERTY IN A MANNER ACCEPTABLE TO THE CITY ENGINEER. FOR ALL STORMWATER RUNOFF FALLING ON THE SITE,
ON -SIZE RETENTION OR OTHER FACILITIES APPROVED BY 174E CITY ENGINEER SHALL BE REQUIRED TO CONTAIN THE
INCREASED STORMWATER RUNOFF GENERATED BY 174E DEVELOPMENT OF THE PROPERTY. PROVIDE A HYDROLOGY STUDY
TO DETERMINE THE VOLUME OF INCREASED STORMW47ER RUNOFF DUE TO DEVELOPMENT OF THE SITE, AND TO
DETERMINE REQUIRED STORMWATER RUNOFF MITIGATION MEASURES FOR THE PROPOSED DEVELOPMENT. FINAL
RETENTION BASIN SIZING AND OTHER STORMWATER RUNOFF MITIGATION MEASURES SHALL BE DETERMINED UPON
REVIEW AND APPROVAL OF THE HYDROLOGY STUDY BY THE CITY ENGINEER AND MAY REQUIRE REDESIGN OR CHANGES
TO SITE CONFIGURATION OR LAYOUT CONSISTENT WITH THE FINDINGS OF THE FINAL HYDROLOGY STUDY. NO MORE
THAN 40-509 OF THE STREET FRONTAGE PARKWAY/SETBACK AREAS SHOULD BE DESIGNED AS RETENTION BASINS
ON -SITE OPEN SPACE, IN CONJUNCTION WITH DRY WELLS AND OTHER SUBSURFACE SOLU77ONS
SHOULD BE CONSIDERED AS ALTERNATIVES TO USING LANDSCAPED PARKWAYS FOR ON -SITE RETENTION.
ENG 27. CONSTRUCT STORM DRAIN IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO CATCH BASINS, AND STORM
DRAIN LINES, FOR DRAINAGE OF ON -SITE STREETS INTO THE ONSITE UNDERGROUND RETENTION SYSTEM, AS
DESCRIBED IN 714E HYDROLOGY AND HYDRAULIC STUDY.
ENG 28. ALL ON -SITE STORM DRAIN SYSTEMS SHALL BE PRIVATELY MAINTAINED BY A HOMEOWNERS ASSOCIATION (HOA).
PROVISIONS FOR MAINTENANCE OF THE ONSI7E STORM DRAIN SYSTEMS ACCEPTABLE TO THE CITY ENGINEER SHALL
BE INCLUDED IN COVENANTS, CONDITIONS AND RESIRIC77ONS (CC&RS) REQUIRED FOR THIS PROJECT.
GENERAL
ENG 29. ANY U77LITY TRENCHES OR OTHER EXCAVA77ONS WITHIN EXIS77NG ASPHALT CONCRETE PAVEMENT OF OFF -SITE
STREETS REQUIRED BY THE PROPOSED DEVELOPMENT SHALL BE BACKFXLED AND REPAIRED IN ACCORDANCE WITH
CITY OF PALM SPRINGS STANDARD DRAWING NO. 115.
ENG JO. ALL PROPOSED U77LITY LINES SHALL BE INSTALLED UNDERGROUND.
ENG 31. ALL EXIS77NG U77LI77ES SHALL BE SHOWN ON THE IMPROVEMENT PLANS IF REQUIRED FOR 774E PROJECT. 174E
EXIS77NG AND PROPOSED SERVICE LATERALS SHALL BE SHOWN FROM THE MAIN LINE TO THE PROPERTY LINE.
ENG 32. UPON APPROVAL OF ANY IMPROVEMENT PLAN (IF REQUIRED) BY THE CITY ENGINEER, THE IMPROVEMENT PLAN SHALL
BE PROVIDED TO 774E CITY IN DIGITAL FORMAT, CONSIS77NG OF A DWG (AUTOCAD DRAWING FILETYPE) AND PDF
(ADOBE ACROBAT DOCUMENT FILETYPE) FORMATS VARIA77ON OF THE TYPE AND FORMAT OF THE DIGITAL DATA TO
BE SUBMITTED TO THE CITY MAY BE AUTHORIZED, UPON PRIOR APPROVAL BY THE CITY ENGINEER.
MAP
ENG 33. THE ORIGINAL IMPROVEMENT PLANS PREPARED FOR THE PROPOSED DEVELOPMENT AND APPROVED BY 774E CITY
ENGINEER (IF REQUIRED) SHALL BE DOCUMENTED WITH RECORD DRAWING AS -BUILT INFORMATION AND RETURNED
TO THE ENGINEERING SERVICES DEPARTMENT PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. ANY
MODIFICA77ONS OR CHANGES TO APPROVED IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL PRIOR TO CONSTRUCTION.
ENG 34. A PARCEL MAP SHALL BE PREPARED BY A CALIFORNIA REGISTERED LAND SURVEYOR OR QUALIFIED CIVIL ENGINEER
AND SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. A 1771E REPORT
PREPARED FOR SUBDIVISION GUARANTEE FOR THE SUBJECT PROPERTY, THE TRAVERSE CLOSURES FOR THE EXIS77NG
PARCEL AND ALL LOTS CREATED THEREFROM, AND COPIES OF RECORD
DOCUMENTS SHALL BE SUBMITTED WITH 174E PARCEL MAP TO THE ENGINEERING SERVICES DEPARTMENT AS PART OF
THE REVIEW OF THE MAP. THE PARCEL MAP SHALL BE APPROVED BY THE CITY COUNCIL PRIOR TO ISSUANCE OF
BUILDING PERMI IS.
ENG 35. IN ACCORDANCE WITH GOVERNMENT CODE 66411.1 (A), ALL REQUIRED PUBLIC IMPROVEMENTS SHALL BE LISTED IN
AN IMPROVEMENT CERTIFICATE ON THE PARCEL MAP AND CLEARLY N07ED THAT THE REQUIRED PUBLIC IMPROVEMENTS
WILL BE 174E MINIMUM DEVELOPMENT REQUIREMENTS FOR ANY PARCEL DEVELOPED OF TENTATIVE PARCEL MAP NO.
38526 SHALL BE COMPLETED PRIOR TO ISSUANCE OF A BUILDING PERMIT ON THE PARCEL, UNLESS OTHERWISE
DEFERRED BY COVENANT.
ENG 36. THE APPLICANT SHALL PROVIDE A 40 FEET WIDE RECIPROCAL ACCESS EASEMENT IM774 A HAMMERHEAD TURN AROUND
AREA (EASEMENT SHALL BE FOR: ACCESS, EMERGENCY VEHICLES AND PERSONNEL AND UTILITIES) FOR 7ENTA77VE
PARCEL MAP NO. 38526.
TRAFFIC
ENG 37. UPON APPROVAL OF A PARCEL MAP, THE PARCEL MAP SHALL BE PROVIDED TO THE
CITY IN G.LS DIGITAL FORMAT, CONSISTENT WITH 774E GUIDELINES FOR G.I.S.
DIGITAL SUBMISSION FROM THE RIVERSIDE COUNTY TRANSPORTATION AND LAND MANAGEMENT AGENCY. GLS.
DIGITAL INFORMA7ION SHALL CONSIST OF 774E FOLLOWING DATA: CALIFORNIA COORDINATE SYSTEM, CCS83 ZONE 6
(IN U.S FEET); MONUMENTS (ASCII DRAWING EXCHANGE FILE); LOT LINES, RIGH7S-OF-WAY, AND CENTERLINES
SHOWN AS CONTINUOUS LINES; FULL MAP ANNOTATION CONSISTENT WITH ANNOTATION SHOWN ON 774E MAP; MAP
NUMBER; AND MAP FILE NAME.
GLS DATA FORMAT SHALL BE PROVIDED ON A CDROM/DVD CONTAINING 774E FOLLOWING.• ARCGIS GEODATABASE,
ARCWEW SHAPEFILE, ARCINFO COVERAGE OR EXCHANGE FILE, DWG (AUTOCAD 2004 DRAWING FILE), DGN
O/CROSTARON GREATER) FORMATS. VARIADXF (AUTOCAD
IND PDF (ADOBE
ACROBAT
THE TYPE AND FORMAT OF S. DIGTALDATA TABESUBMI TED
6.0
RTO 174E
CITY MAY BE AUTHORIZED, UPON PRIOR APPROVAL OF THE CITY ENGINEER.
ENG 38. CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION
AS REQUIRED BY CITY STANDARDS OR AS DIRECTED BY THE CITY ENGINEER. AS A MINIMUM, ALL CONSTRUCTION
SIGNING, LIGHTING AND BARRICADING SHALL BE IN ACCORDANCE NTH PART 6 TEMPORARY TRAFFIC CONTROL OF
THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD), DATED NOVEMBER 7, 2014, OR
SUBSEQUENT EDI77ONS IN FORCE AT THE 77ME OF CONS 7RUC 770N.
W. 0. *22- 729